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17231 Supporting Studies, Plans & Reports
East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 1 December,2014 East Gallatin ResidentialDevelopmentTrafficImpact Study Bozeman,Montana A.EXECUTIVE SUMMARY The East Gallatin Residential Development is a 6.5 acre residential project located east of Manley Road near the East Gallatin Recreation Area. The project would include up to 23 new residential units.As proposed, the development will not create any new roadway capacity problems along Manley Road. The intersection of Manley Road and Griffin Drive is currently operating at a poor LOS during the AM peak hour and will continue to do so until the City is able to complete planned improvements at this location. No additional roadway improvements will be necessary to serve the East Gallatin Residential Development. B.PROJECT DESCRIPTION This document studies the possible effect on the surrounding road system from a proposed residential development located east of Manley Road near Glen Lake Park in Bozeman, Montana.The document also identifies any traffic mitigation efforts that the development may require. The site is located north of the East Gallatin Recreation Area access road.The project would be developed to include up to 23 new residential units. C.EXISTING CONDITIONS The proposed development property currently consists of a 6.5-acre parcel of undeveloped land located east of Manley road along the access road the Glen Lake Park.The topography in this area is flat.See Figure 1 for a location map of the proposed development. Adjacent Roadways East Gallatin Recreation Area Access Road provides beach access to Glen Lake Park, picnic areas, and trails. The road has a gravel surface and has a posted speed limit of 15 MPH. Manley Road is two-lane north/south road that provides access to the homes and businesses north of Griffin Drive. The road has a paved width of 28 feet with designated bike lanes. The posted speed limit is 35 MPH. The intersection of Manley Road and Griffin Drive has been improved to include separated right-and left-turn lanes. Traffic counts collected by Gallatin County in 2007 indicate that the road caries 900 VPD north of the East Ga1latin Recreation Area. East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 2 December,2014 Figure 1-Proposed Development Site Griffin Drive is a two-way, paved east/west minor arterial road that provides access through the northern edge of the City of Bozeman. The road has a paved width of 30 feet and has a posted speed limit of 35 MPH. Traffic data collected 2013 by the Montana Department of Transportation indicates that Griffin Drive currently carries 8,700 VPD east of North 7th Avenue.The Montana Rail Link like crosses Griffin Drive 200 feet west of Manley Road. The crossing has fully actuated gates.This railroad crossing currently had 15 train crossings each day. Traffic Counts In November 2014 Abelin Traffic Services (ATS) collected turning movement count data at the intersection of Manley Road and Griffin Drive.The raw traffic data is included in Appendix A of this report.It should be noted that the East Gallatin recreation area has little use in the winter months and experienced low levels of activity during the November study period. In order to account for traffic from the recreation area a usage estimate was developed for the site and applied to the area traffic volumes.This estimate is described in Section E of this report. ProposedDevelopment Site East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 3 December,2014 Additional Developments The Map Brewery and Tap Room is currently under construction along Manley Road north of Griffin Road. This 8,800 square-foot facility will brew beer and provide a tasting room for customers. Estimated traffic volumes from this facility were included in the traffic modeling for this project.This estimate is described in Section E of this report. Planned Road Improvements The City of Bozeman is currently planning an improvement project along Griffin Drive at Manley Road as part of the City’s Capital Improvements Program.Street Impact Fee (SIF) Project #32 would include the construction of a roundabout or traffic signal at this location with additional turning lanes and improvements to the railroad crossing.The projected cost for this project is $925,000 and is awaiting funding. It is not known when it may be completed. Level of Service Using the data collected for this project, ATS conducted a Level of Service (LOS) analysis at area intersections. This evaluation was conducted in accordance with the procedures outlined in the Transportation Research Board’s Highway Capacity Manual (HCM)-Special Report 209 and the Highway Capacity Software (HCS) version 5.3. Intersections are graded from A to F representing the average delay that a vehicle entering an intersection can expect. Typically, a LOS of C or better is considered acceptable for peak-hour conditions. Table 1 shows the existing 2014 LOS for the AM and PM peak hours without the traffic from the proposed development.The data shows that the intersection is currently experiencing a poor Level of Service during the AM peak hour. The only way to effectively correct this problem is with the installation of traffic signal or modern roundabout as planned by the City of Bozeman (SIF #32).It would not be appropriate to install a three-way STOP due to the proximity of the railroad track and the functional classification of this roadway. It is likely that the proximity of the Montana Rail Link tracks to the Manley Road intersection (200 feet)causes additional congestion in this area. When a train crosses Griffin Drive,vehicles cue well past Manley Road and it is not possible for drivers to turn right onto Griffin Drive. However,turning left onto Griffin Drive can be relatively easy when a train is present. After the train passes it is difficult to turn right or left from Manley Road until all cued vehicles have cleared the intersection. East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 4 December,2014 Table 1 –2014 Level of Service Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.)LOS Delay (Sec.)LOS Griffin Drive & Manley Road 31.1 D 14.6 B D.PROPOSED DEVELOPMENT The development currently under consideration for this site includes 6.5 acres of land located east of Manley Road which would be developed into a residential subdivision.The site is located adjacent to the access road for the East Gallatin Recreation Area and would include 23 residential units.The East Gallatin Residential Development site plan is shown in Figure 2.It is intended that this subdivision will ultimately be annexed into the City of Bozeman. E.TRIP GENERATION AND ASSIGNMENT ATS performed a trip generation analysis to determine the anticipated future traffic volumes from the proposed development using the trip generation rates contained in Trip Generation (Institute of Transportation Engineers, Seventh Edition). These rates are the national standardand are based on the most current information available to planners. A vehicle “trip” is defined as any trip that either begins or ends at the development site. ATS determined that the critical traffic impacts on the intersections and roadways would occur during the weekday morning and evening peak hours. According to the ITE trip generation rates, at full build-out the developments would produce 17 AM peak hour trips,23 PM peak hour trips, and 220 daily trips. See Table 2 for detailed trip generation information. Table 2 -Trip Generation Rates Land Use Units AM Peak Hour TripEnds per Unit Total AM PeakHour Trip Ends PM Peak Hour TripEnds per Unit Total PM PeakHour Trip Ends Weekday Trip Ends per Unit TotalWeekday Trip Ends Single FamilyResidential 23 0.75 17 1.01 23 9.57 220 East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 5 December,2014 Figure 3 –Proposed East Gallatin Residential Development East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 6 December,2014 An estimate of the probable traffic from the East Gallatin Recreation area was created to account for road use from the park. The ITE Trip Generation Manual contains data to help estimate the daily trip generation from a park. The East Gallatin Recreation area is approximately 35 acres in size. The ITE manual recommends using a rate of 1.59-2.28 trips per acre for a City or County Park on weekdays. This equates to a generation rate of 50-100 trips on an average weekday. Weekend trip generation rates vary from 12-16 trips per acre or 400-600 trips per day. This is consistent with the parks 45 existing parking spaces which have a theoretical maximum daily usage of 200-300 vehicles (400-600 daily trips). The peak-hour trip generation from the park generally will not coincide with the normal morning and evening peak-hour commuter schedule and was discounted in the peak-hour trip evaluation for this project. The Map Brewery currently under construction on Manley road 1,000 feet north of Griffin Drive is a 5,400 S.F. brewing facility with a 3,400 S.F.tasting room for customers. While the ITE Trip Generation Manual does not have a specific land use code for this type of commercial facility, it is likely that the development will produce vehicle trips at a similar rate to a generic ‘drinking place’during the evening peak hours. According to the trip generation manual, a 3,400 S.F. drinking place will produce 39 peak-hour trips.The morning and evening trip generation to the brewery portion of the facility will be low. This information was included in the traffic modeling for this project. F.TRIP DISTRIBUTION The traffic distribution and assignment for the proposed subdivision was based upon the existing ADT volumes along the adjacent roadways and the peak-hour turning volumes. Traffic is expected to distribute onto the surrounding road network as shown on Figure 3. G.TRAFFIC IMPACTS OUTSIDE OF THE DEVELOPMENT Using the trip generation and trip distribution numbers, ATS determined the future Level of Service for the area intersections. The anticipated intersection LOS with the East Gallatin residential subdivision is shown in Table 4. The future traffic modeling includes the projected traffic volumes from the East Gallatin residential area and the Map Brewing Company.These calculations are included in Appendix B of this report. Table 4 indicates that the construction of the East Gallatin residential development will not cause any additional roadway capacity problems along Manley RoaD. The intersection of Manley Road and Griffin Drive is currently operating at a poor LOS during the AM peak hour and will continue to have operational problems until the City of Bozeman is able to complete the planned improvements at this location.The additional vehicle delay caused by the East Gallatin residential development will be small (two seconds per vehicle).The intersection of Manley Road and Griffin Drive will continue to function adequately in the PM peak hour with the East Gallatin Residential Development Bozeman,Montana Abelin Traffic Services 7 December,2014 additional traffic from the East Gallatin residential development and the Map Brewing Company. The total projected traffic along the East Gallatin Recreation Area Access Road is expected to be 300-400 VPD during the weekdays and up to 800 VPD on weekends. Figure 3 –Trip Distribution Table 4 –Future Level of Service Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.)LOS Delay (Sec.)LOS Griffin Drive & Manley Road 33.5 D 15.8 C Manley Road &East Gallatin Road 9.9 A 9.4 A H.IMPACT SUMMARY & RECOMMENDATIONS As proposed, the East Gallatin Residential Development will not create any new roadway capacity problems along Manley Road.The intersection of Manley Road and Griffin Drive is currently operating at a poor LOS during the AM peak hour and will continue to do so until the City is able to complete planned improvements at this location. No additional roadway improvements will be necessary to serve the East Gallatin Residential Development. 55% Proposed DevelopmentSite Griffin Drive40% <5% 851 Bridger Drive, Suite 6 (59715) P.O. Box 1413 (59771) Bozeman, MT Office 406.582.8780 Fax 406.582.8790 October 28, 2016 Mr. Andy Ebbighausen P O Box 930 Manhattan, MT 59741 SUBJECT: Report of Test Pit Observation and Sampling Bridger Vale Development Bozeman, Montana Tetra Tech, Inc., Project No.: 114-710331.100 Dear Mr. Ebbighausen, On October 10, 2016, Tetra Tech, Inc. personnel conducted soil sampling in six test pits excavated by you, on Bridger Vale Development property. Each test pit was located in the approximate center of each of the six building footprints proposed. Test pits were excavated to approximately five feet depth below ground surface. Soil was visually described and one soil sample was collected in each test pit. The test pit field log has descriptions of the soil encountered in the test pits and is in Table 1. Soils observed in the test pits did not exhibit evidence of staining or odor, evidence of refuse/waste, or other indications of contamination. In each test pit, one soil sample was collected at depths ranging between 3.5 and 5.2 feet below ground surface. Each soil sample was mixed in a stainless steel bowl and packed into a nine ounce glass jar with an air-tight, threaded, Teflon-lined lid. The soil sample was placed in the container in a compacted manner so to minimize any headspace or voids. The samples were placed in an ice-filled cooler. In preparation for shipment to analytical laboratory, samples were packed in bubble wrap and ice in a cooler under documented chain of custody protocol. Samples were shipped to Pace Analytical Laboratories (Pace) in Billings, Montana for analysis of volatile organic compounds in accordance with USEPA Method 8260B. Analytical results of 71 constituents, in each of the six samples, indicate no detection of these constituents above the minimum detection limit (MDL). The laboratory report is contained in Attachment A. Please contact me with any questions or comments regarding this report. We appreciate the opportunity to work with you on this project. Sincerely, Mark F. Pearson Environmental Scientist mfp TABLE 1 TEST PIT FIELD LOG OCTOBER 10, 2016 BRIDGER VALE DEVELOPMENT BOZEMAN, MONTANA TEST PIT CORRESPONDING DEPTH GENERAL SOIL SAMPLE SURVEY MARKER DESCRIPTION COLLECTION feet bgs feet bgs #1 #300 0 - 1 Clayey loam - rich in organics 1 - 2 Clayey loam - firm, moist 2 - 3.2 Silty clay - dense, hard digging, moist 3.2 - 5.8 Clayey silt - incr. moisture 3.5 5.8 Groundwater (rising to about 5') #2 #301 0 - 2 Clayey loam - rich in organics 2 - 3.5 Silty clay - dense, hard digging, moist 3.5 - 5 Clayey silt - less dense, incr. moisture 4.5 5 Groundwater #3 #302 0 - 1 Clayey loam - rich in organics 1 - 2 Silty clay - dense, hard digging, moist 2 - 3.7 Clayey silt - blocky, hard, w abnt carbonate 3.7 - 4.5 Sandy silt - less dense 4.4 No groundwater intercepted #4 #303 0 - 1 Clayey loam - rich in organics 1 - 2.2 Silty clay - dry, blocky, w carbonate 2.2 - 4.5 Clayey silt - less dense, incr. moisture 4.5 - 4.7 Sandy silt - less dense 4.6 No groundwater intercepted #5 #304 0 - 1.5 Clayey loam - rich in organics 1.5 - 4.8 Silty, sandy, clay - softer, w carbonate 4.8 - 5 Sandy silt - less dense 4.9 No groundwater intercepted #6 #305 0 - 1.5 Clayey loam - rich in organics 1.5 - 4.8 Silty, sandy, clay - softer, w carbonate 4.8 - 5.2 Sandy silt - less dense 4.9 No groundwater intercepted NOTES :bgs - below ground surface. Depths are approximate. General Soil Description - soil interval visually described in field without any in-field testing w - with incr. - increased abnt - abundant Tetra Tech, Inc. ATTACHMENT A #=CL# October 24, 2016 LIMS USE: FR - MARK PEARSON LIMS OBJECT ID: 10365529 10365529 Project: Pace Project No.: RE: Mark Pearson Tetra Tech, Inc. - MT 851 Bridger Dr. Suite 6 Bozeman, MT 59715 Bridger Vale Subdivision Dear Mark Pearson: Enclosed are the analytical results for sample(s) received by the laboratory on October 11, 2016. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Beverly Faraday beverly.faraday@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 1 of 32 #=CP# CERTIFICATIONS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Davis Cerification IDs 2795 Second Street Suite 300 Davis, CA 95618 North Dakota Certification #: R-214 Oregon Certification #: CA300002 Washington Certification #: C926-15a California Certification #: 08263CA Minnesota Department of Health Certification #: 006-999- 465 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 2 of 32 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 10365529 Bridger Vale Subdivision Lab ID Sample ID Matrix Date Collected Date Received 10365529001 BV-1 3.5'Solid 10/10/16 14:50 10/11/16 09:30 10365529002 BV-2 4.5'Solid 10/10/16 15:05 10/11/16 09:30 10365529003 BV-3 4.4'Solid 10/10/16 15:20 10/11/16 09:30 10365529004 BV-4 4.6'Solid 10/10/16 15:30 10/11/16 09:30 10365529005 BV-5 4.9'Solid 10/10/16 15:40 10/11/16 09:30 10365529006 BV-6 4.9'Solid 10/10/16 15:45 10/11/16 09:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 3 of 32 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10365529 Bridger Vale Subdivision Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 10365529001 BV-1 3.5'EPA 8260B 74 PASI-DAVJCP ASTM D 2974-13 (2013)1 PASI-DAVSJ1 10365529002 BV-2 4.5'EPA 8260B 74 PASI-DAVJCP ASTM D 2974-13 (2013)1 PASI-DAVSJ1 10365529003 BV-3 4.4'EPA 8260B 74 PASI-DAVJCP ASTM D 2974-13 (2013)1 PASI-DAVSJ1 10365529004 BV-4 4.6'EPA 8260B 74 PASI-DAVJCP ASTM D 2974-13 (2013)1 PASI-DAVSJ1 10365529005 BV-5 4.9'EPA 8260B 74 PASI-DAVJCP ASTM D 2974-13 (2013)1 PASI-DAVSJ1 10365529006 BV-6 4.9'EPA 8260B 74 PASI-DAVJCP ASTM D 2974-13 (2013)1 PASI-DAVSJ1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 4 of 32 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10365529 Bridger Vale Subdivision Method: Client:Tetra Tech, Inc. - MT EPA 8260B Date:October 24, 2016 Description:8260 MSV Low Soil General Information: 6 samples were analyzed for EPA 8260B. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 5030 Low with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Internal Standards: All internal standards were within QC limits with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. QC Batch: 97319 A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 10365529002 M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. • MS (Lab ID: 384863) • 1,2,3-Trichlorobenzene • 2,2,4-Trimethylpentane • Diethyl ether (Ethyl ether) • Tetrahydrofuran • n-Hexane • MSD (Lab ID: 384864) • 2,2,4-Trimethylpentane • Diethyl ether (Ethyl ether) • Tetrahydrofuran REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 5 of 32 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10365529 Bridger Vale Subdivision Method: Client:Tetra Tech, Inc. - MT EPA 8260B Date:October 24, 2016 Description:8260 MSV Low Soil QC Batch: 97319 A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 10365529002 M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. • n-Hexane Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 6 of 32 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10365529 Bridger Vale Subdivision Method: Client:Tetra Tech, Inc. - MT ASTM D 2974-13 (2013) Date:October 24, 2016 Description:Dry Weight, Davis General Information: 6 samples were analyzed for ASTM D 2974-13 (2013). All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Internal Standards: All internal standards were within QC limits with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Duplicate Sample: All duplicate sample results were within method acceptance criteria with any exceptions noted below. Additional Comments: This data package has been reviewed for quality and completeness and is approved for release. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 7 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-1 3.5'Lab ID:10365529001 Collected:10/10/16 14:50 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Allyl chloride <0.15 ug/kg 10/14/16 14:03 107-05-110/14/16 09:435.9 0.15 1 Benzene <0.089 ug/kg 10/14/16 14:03 71-43-210/14/16 09:435.9 0.089 1 Bromobenzene <0.14 ug/kg 10/14/16 14:03 108-86-110/14/16 09:435.9 0.14 1 Bromochloromethane <0.24 ug/kg 10/14/16 14:03 74-97-510/14/16 09:435.9 0.24 1 Bromodichloromethane <0.15 ug/kg 10/14/16 14:03 75-27-410/14/16 09:435.9 0.15 1 Bromoform <0.25 ug/kg 10/14/16 14:03 75-25-210/14/16 09:435.9 0.25 1 Bromomethane <0.20 ug/kg 10/14/16 14:03 74-83-910/14/16 09:4323.4 0.20 1 2-Butanone (MEK)<2.7 ug/kg 10/14/16 14:03 78-93-310/14/16 09:4358.5 2.7 1 n-Butylbenzene <0.17 ug/kg 10/14/16 14:03 104-51-810/14/16 09:435.9 0.17 1 sec-Butylbenzene <0.096 ug/kg 10/14/16 14:03 135-98-810/14/16 09:435.9 0.096 1 tert-Butylbenzene <0.090 ug/kg 10/14/16 14:03 98-06-610/14/16 09:435.9 0.090 1 Carbon tetrachloride <0.20 ug/kg 10/14/16 14:03 56-23-510/14/16 09:435.9 0.20 1 Chlorobenzene <0.12 ug/kg 10/14/16 14:03 108-90-710/14/16 09:435.9 0.12 1 Chloroethane <0.24 ug/kg 10/14/16 14:03 75-00-310/14/16 09:435.9 0.24 1 Chloroform <0.077 ug/kg 10/14/16 14:03 67-66-310/14/16 09:435.9 0.077 1 Chloromethane <0.15 ug/kg 10/14/16 14:03 74-87-310/14/16 09:435.9 0.15 1 2-Chlorotoluene <0.19 ug/kg 10/14/16 14:03 95-49-810/14/16 09:435.9 0.19 1 4-Chlorotoluene <0.14 ug/kg 10/14/16 14:03 106-43-410/14/16 09:435.9 0.14 1 1,2-Dibromo-3-chloropropane <0.45 ug/kg 10/14/16 14:03 96-12-810/14/16 09:435.9 0.45 1 Dibromochloromethane <0.095 ug/kg 10/14/16 14:03 124-48-110/14/16 09:435.9 0.095 1 1,2-Dibromoethane (EDB)<0.086 ug/kg 10/14/16 14:03 106-93-410/14/16 09:435.9 0.086 1 Dibromomethane <0.11 ug/kg 10/14/16 14:03 74-95-310/14/16 09:435.9 0.11 1 1,2-Dichlorobenzene <0.083 ug/kg 10/14/16 14:03 95-50-110/14/16 09:435.9 0.083 1 1,3-Dichlorobenzene <0.061 ug/kg 10/14/16 14:03 541-73-110/14/16 09:435.9 0.061 1 1,4-Dichlorobenzene <0.17 ug/kg 10/14/16 14:03 106-46-710/14/16 09:435.9 0.17 1 Dichlorodifluoromethane <0.13 ug/kg 10/14/16 14:03 75-71-810/14/16 09:435.9 0.13 1 1,1-Dichloroethane <0.14 ug/kg 10/14/16 14:03 75-34-310/14/16 09:435.9 0.14 1 1,2-Dichloroethane <2.9 ug/kg 10/14/16 14:03 107-06-210/14/16 09:435.9 2.9 1 1,1-Dichloroethene <0.16 ug/kg 10/14/16 14:03 75-35-410/14/16 09:435.9 0.16 1 cis-1,2-Dichloroethene <0.14 ug/kg 10/14/16 14:03 156-59-210/14/16 09:435.9 0.14 1 trans-1,2-Dichloroethene <0.15 ug/kg 10/14/16 14:03 156-60-510/14/16 09:435.9 0.15 1 Dichlorofluoromethane <0.15 ug/kg 10/14/16 14:03 75-43-410/14/16 09:435.9 0.15 1 1,2-Dichloropropane <0.13 ug/kg 10/14/16 14:03 78-87-510/14/16 09:435.9 0.13 1 1,3-Dichloropropane <0.095 ug/kg 10/14/16 14:03 142-28-910/14/16 09:435.9 0.095 1 2,2-Dichloropropane <0.067 ug/kg 10/14/16 14:03 594-20-710/14/16 09:435.9 0.067 1 1,1-Dichloropropene <0.094 ug/kg 10/14/16 14:03 563-58-610/14/16 09:435.9 0.094 1 cis-1,3-Dichloropropene <0.13 ug/kg 10/14/16 14:03 10061-01-510/14/16 09:435.9 0.13 1 trans-1,3-Dichloropropene <0.14 ug/kg 10/14/16 14:03 10061-02-610/14/16 09:435.9 0.14 1 Diethyl ether (Ethyl ether)<0.12 ug/kg 10/14/16 14:03 60-29-710/14/16 09:435.9 0.12 1 Ethylbenzene <0.062 ug/kg 10/14/16 14:03 100-41-410/14/16 09:435.9 0.062 1 Hexachloro-1,3-butadiene <0.17 ug/kg 10/14/16 14:03 87-68-310/14/16 09:435.9 0.17 1 n-Hexane <0.27 ug/kg 10/14/16 14:03 110-54-310/14/16 09:435.9 0.27 1 2-Hexanone <0.59 ug/kg 10/14/16 14:03 591-78-610/14/16 09:4358.5 0.59 1 Isopropylbenzene (Cumene)<0.084 ug/kg 10/14/16 14:03 98-82-810/14/16 09:435.9 0.084 1 p-Isopropyltoluene <0.12 ug/kg 10/14/16 14:03 99-87-610/14/16 09:435.9 0.12 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 8 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-1 3.5'Lab ID:10365529001 Collected:10/10/16 14:50 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Methylene Chloride <0.13 ug/kg 10/14/16 14:03 75-09-210/14/16 09:435.9 0.13 1 4-Methyl-2-pentanone (MIBK)<0.46 ug/kg 10/14/16 14:03 108-10-110/14/16 09:4358.5 0.46 1 Methyl-tert-butyl ether <0.068 ug/kg 10/14/16 14:03 1634-04-410/14/16 09:435.9 0.068 1 Naphthalene <0.10 ug/kg 10/14/16 14:03 91-20-310/14/16 09:435.9 0.10 1 n-Propylbenzene <0.15 ug/kg 10/14/16 14:03 103-65-110/14/16 09:435.9 0.15 1 Styrene <0.10 ug/kg 10/14/16 14:03 100-42-510/14/16 09:435.9 0.10 1 1,1,1,2-Tetrachloroethane <0.14 ug/kg 10/14/16 14:03 630-20-610/14/16 09:435.9 0.14 1 1,1,2,2-Tetrachloroethane <2.9 ug/kg 10/14/16 14:03 79-34-510/14/16 09:435.9 2.9 1 Tetrachloroethene <0.069 ug/kg 10/14/16 14:03 127-18-410/14/16 09:435.9 0.069 1 Tetrahydrofuran <1.6 ug/kg 10/14/16 14:03 109-99-910/14/16 09:431171.6 1 Toluene <0.11 ug/kg 10/14/16 14:03 108-88-310/14/16 09:435.9 0.11 1 1,2,3-Trichlorobenzene <0.086 ug/kg 10/14/16 14:03 87-61-610/14/16 09:435.9 0.086 1 1,2,4-Trichlorobenzene <0.14 ug/kg 10/14/16 14:03 120-82-110/14/16 09:435.9 0.14 1 1,1,1-Trichloroethane <0.13 ug/kg 10/14/16 14:03 71-55-610/14/16 09:435.9 0.13 1 1,1,2-Trichloroethane <0.17 ug/kg 10/14/16 14:03 79-00-510/14/16 09:435.9 0.17 1 Trichloroethene <0.17 ug/kg 10/14/16 14:03 79-01-610/14/16 09:435.9 0.17 1 Trichlorofluoromethane <0.18 ug/kg 10/14/16 14:03 75-69-410/14/16 09:435.9 0.18 1 1,2,3-Trichloropropane <0.15 ug/kg 10/14/16 14:03 96-18-410/14/16 09:435.9 0.15 1 1,1,2-Trichlorotrifluoroethane <0.16 ug/kg 10/14/16 14:03 76-13-110/14/16 09:435.9 0.16 1 1,2,4-Trimethylbenzene <0.12 ug/kg 10/14/16 14:03 95-63-610/14/16 09:435.9 0.12 1 1,3,5-Trimethylbenzene <0.099 ug/kg 10/14/16 14:03 108-67-810/14/16 09:435.9 0.099 1 2,2,4-Trimethylpentane <0.12 ug/kg 10/14/16 14:03 540-84-110/14/16 09:435.9 0.12 1 Vinyl chloride <0.18 ug/kg 10/14/16 14:03 75-01-410/14/16 09:435.9 0.18 1 Xylene (Total)<2.9 ug/kg 10/14/16 14:03 1330-20-710/14/16 09:4311.7 2.9 1 m&p-Xylene <2.9 ug/kg 10/14/16 14:03 179601-23-110/14/16 09:435.9 2.9 1 o-Xylene <0.094 ug/kg 10/14/16 14:03 95-47-610/14/16 09:435.9 0.094 1 Surrogates 1,2-Dichloroethane-d4 (S)104 %.10/14/16 14:03 17060-07-010/14/16 09:4370-130 1 Toluene-d8 (S)99 %.10/14/16 14:03 2037-26-510/14/16 09:4370-130 1 4-Bromofluorobenzene (S)89 %.10/14/16 14:03 460-00-410/14/16 09:4370-130 1 Analytical Method: ASTM D 2974-13 (2013)Dry Weight, Davis Percent Moisture 23.1 %10/13/16 12:100.10 0.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 9 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-2 4.5'Lab ID:10365529002 Collected:10/10/16 15:05 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Allyl chloride <0.16 ug/kg 10/14/16 11:22 107-05-110/14/16 09:436.3 0.16 1 Benzene <0.095 ug/kg 10/14/16 11:22 71-43-210/14/16 09:436.3 0.095 1 Bromobenzene <0.15 ug/kg 10/14/16 11:22 108-86-110/14/16 09:436.3 0.15 1 Bromochloromethane <0.26 ug/kg 10/14/16 11:22 74-97-510/14/16 09:436.3 0.26 1 Bromodichloromethane <0.16 ug/kg 10/14/16 11:22 75-27-410/14/16 09:436.3 0.16 1 Bromoform <0.27 ug/kg 10/14/16 11:22 75-25-210/14/16 09:436.3 0.27 1 Bromomethane <0.21 ug/kg 10/14/16 11:22 74-83-910/14/16 09:4325.1 0.21 1 2-Butanone (MEK)<2.9 ug/kg 10/14/16 11:22 78-93-310/14/16 09:4362.6 2.9 1 n-Butylbenzene <0.18 ug/kg 10/14/16 11:22 104-51-810/14/16 09:436.3 0.18 1 sec-Butylbenzene <0.10 ug/kg 10/14/16 11:22 135-98-810/14/16 09:436.3 0.10 1 tert-Butylbenzene <0.096 ug/kg 10/14/16 11:22 98-06-610/14/16 09:436.3 0.096 1 Carbon tetrachloride <0.22 ug/kg 10/14/16 11:22 56-23-510/14/16 09:436.3 0.22 1 Chlorobenzene <0.13 ug/kg 10/14/16 11:22 108-90-710/14/16 09:436.3 0.13 1 Chloroethane <0.25 ug/kg 10/14/16 11:22 75-00-310/14/16 09:436.3 0.25 1 Chloroform <0.083 ug/kg 10/14/16 11:22 67-66-310/14/16 09:436.3 0.083 1 Chloromethane <0.16 ug/kg 10/14/16 11:22 74-87-310/14/16 09:436.3 0.16 1 2-Chlorotoluene <0.20 ug/kg 10/14/16 11:22 95-49-810/14/16 09:436.3 0.20 1 4-Chlorotoluene <0.15 ug/kg 10/14/16 11:22 106-43-410/14/16 09:436.3 0.15 1 1,2-Dibromo-3-chloropropane <0.48 ug/kg 10/14/16 11:22 96-12-810/14/16 09:436.3 0.48 1 Dibromochloromethane <0.10 ug/kg 10/14/16 11:22 124-48-110/14/16 09:436.3 0.10 1 1,2-Dibromoethane (EDB)<0.092 ug/kg 10/14/16 11:22 106-93-410/14/16 09:436.3 0.092 1 Dibromomethane <0.12 ug/kg 10/14/16 11:22 74-95-310/14/16 09:436.3 0.12 1 1,2-Dichlorobenzene <0.089 ug/kg 10/14/16 11:22 95-50-110/14/16 09:436.3 0.089 1 1,3-Dichlorobenzene <0.066 ug/kg 10/14/16 11:22 541-73-110/14/16 09:436.3 0.066 1 1,4-Dichlorobenzene <0.18 ug/kg 10/14/16 11:22 106-46-710/14/16 09:436.3 0.18 1 Dichlorodifluoromethane <0.14 ug/kg 10/14/16 11:22 75-71-810/14/16 09:436.3 0.14 1 1,1-Dichloroethane <0.15 ug/kg 10/14/16 11:22 75-34-310/14/16 09:436.3 0.15 1 1,2-Dichloroethane <3.1 ug/kg 10/14/16 11:22 107-06-210/14/16 09:436.3 3.1 1 1,1-Dichloroethene <0.17 ug/kg 10/14/16 11:22 75-35-410/14/16 09:436.3 0.17 1 cis-1,2-Dichloroethene <0.15 ug/kg 10/14/16 11:22 156-59-210/14/16 09:436.3 0.15 1 trans-1,2-Dichloroethene <0.17 ug/kg 10/14/16 11:22 156-60-510/14/16 09:436.3 0.17 1 Dichlorofluoromethane <0.16 ug/kg 10/14/16 11:22 75-43-410/14/16 09:436.3 0.16 1 1,2-Dichloropropane <0.14 ug/kg 10/14/16 11:22 78-87-510/14/16 09:436.3 0.14 1 1,3-Dichloropropane <0.10 ug/kg 10/14/16 11:22 142-28-910/14/16 09:436.3 0.10 1 2,2-Dichloropropane <0.072 ug/kg 10/14/16 11:22 594-20-710/14/16 09:436.3 0.072 1 1,1-Dichloropropene <0.10 ug/kg 10/14/16 11:22 563-58-610/14/16 09:436.3 0.10 1 cis-1,3-Dichloropropene <0.14 ug/kg 10/14/16 11:22 10061-01-510/14/16 09:436.3 0.14 1 trans-1,3-Dichloropropene <0.15 ug/kg 10/14/16 11:22 10061-02-610/14/16 09:436.3 0.15 1 Diethyl ether (Ethyl ether)<0.13 ug/kg 10/14/16 11:22 60-29-7 M110/14/16 09:436.3 0.13 1 Ethylbenzene <0.067 ug/kg 10/14/16 11:22 100-41-410/14/16 09:436.3 0.067 1 Hexachloro-1,3-butadiene <0.19 ug/kg 10/14/16 11:22 87-68-310/14/16 09:436.3 0.19 1 n-Hexane <0.28 ug/kg 10/14/16 11:22 110-54-3 M110/14/16 09:436.3 0.28 1 2-Hexanone <0.63 ug/kg 10/14/16 11:22 591-78-610/14/16 09:4362.6 0.63 1 Isopropylbenzene (Cumene)<0.090 ug/kg 10/14/16 11:22 98-82-810/14/16 09:436.3 0.090 1 p-Isopropyltoluene <0.13 ug/kg 10/14/16 11:22 99-87-610/14/16 09:436.3 0.13 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 10 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-2 4.5'Lab ID:10365529002 Collected:10/10/16 15:05 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Methylene Chloride <0.14 ug/kg 10/14/16 11:22 75-09-210/14/16 09:436.3 0.14 1 4-Methyl-2-pentanone (MIBK)<0.49 ug/kg 10/14/16 11:22 108-10-110/14/16 09:4362.6 0.49 1 Methyl-tert-butyl ether <0.072 ug/kg 10/14/16 11:22 1634-04-410/14/16 09:436.3 0.072 1 Naphthalene <0.11 ug/kg 10/14/16 11:22 91-20-310/14/16 09:436.3 0.11 1 n-Propylbenzene <0.16 ug/kg 10/14/16 11:22 103-65-110/14/16 09:436.3 0.16 1 Styrene <0.11 ug/kg 10/14/16 11:22 100-42-510/14/16 09:436.3 0.11 1 1,1,1,2-Tetrachloroethane <0.15 ug/kg 10/14/16 11:22 630-20-610/14/16 09:436.3 0.15 1 1,1,2,2-Tetrachloroethane <3.1 ug/kg 10/14/16 11:22 79-34-510/14/16 09:436.3 3.1 1 Tetrachloroethene <0.074 ug/kg 10/14/16 11:22 127-18-410/14/16 09:436.3 0.074 1 Tetrahydrofuran <1.7 ug/kg 10/14/16 11:22 109-99-9 M110/14/16 09:431251.7 1 Toluene <0.11 ug/kg 10/14/16 11:22 108-88-310/14/16 09:436.3 0.11 1 1,2,3-Trichlorobenzene <0.092 ug/kg 10/14/16 11:22 87-61-6 M110/14/16 09:436.3 0.092 1 1,2,4-Trichlorobenzene <0.15 ug/kg 10/14/16 11:22 120-82-110/14/16 09:436.3 0.15 1 1,1,1-Trichloroethane <0.14 ug/kg 10/14/16 11:22 71-55-610/14/16 09:436.3 0.14 1 1,1,2-Trichloroethane <0.18 ug/kg 10/14/16 11:22 79-00-510/14/16 09:436.3 0.18 1 Trichloroethene <0.18 ug/kg 10/14/16 11:22 79-01-610/14/16 09:436.3 0.18 1 Trichlorofluoromethane <0.20 ug/kg 10/14/16 11:22 75-69-410/14/16 09:436.3 0.20 1 1,2,3-Trichloropropane <0.16 ug/kg 10/14/16 11:22 96-18-410/14/16 09:436.3 0.16 1 1,1,2-Trichlorotrifluoroethane <0.17 ug/kg 10/14/16 11:22 76-13-110/14/16 09:436.3 0.17 1 1,2,4-Trimethylbenzene <0.13 ug/kg 10/14/16 11:22 95-63-610/14/16 09:436.3 0.13 1 1,3,5-Trimethylbenzene <0.11 ug/kg 10/14/16 11:22 108-67-810/14/16 09:436.3 0.11 1 2,2,4-Trimethylpentane <0.13 ug/kg 10/14/16 11:22 540-84-1 M110/14/16 09:436.3 0.13 1 Vinyl chloride <0.19 ug/kg 10/14/16 11:22 75-01-410/14/16 09:436.3 0.19 1 Xylene (Total)<3.1 ug/kg 10/14/16 11:22 1330-20-710/14/16 09:4312.5 3.1 1 m&p-Xylene <3.1 ug/kg 10/14/16 11:22 179601-23-110/14/16 09:436.3 3.1 1 o-Xylene <0.10 ug/kg 10/14/16 11:22 95-47-610/14/16 09:436.3 0.10 1 Surrogates 1,2-Dichloroethane-d4 (S)101 %.10/14/16 11:22 17060-07-010/14/16 09:4370-130 1 Toluene-d8 (S)98 %.10/14/16 11:22 2037-26-510/14/16 09:4370-130 1 4-Bromofluorobenzene (S)87 %.10/14/16 11:22 460-00-410/14/16 09:4370-130 1 Analytical Method: ASTM D 2974-13 (2013)Dry Weight, Davis Percent Moisture 23.1 %10/13/16 12:100.10 0.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 11 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-3 4.4'Lab ID:10365529003 Collected:10/10/16 15:20 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Allyl chloride <0.16 ug/kg 10/14/16 14:23 107-05-110/14/16 09:436.0 0.16 1 Benzene <0.092 ug/kg 10/14/16 14:23 71-43-210/14/16 09:436.0 0.092 1 Bromobenzene <0.15 ug/kg 10/14/16 14:23 108-86-110/14/16 09:436.0 0.15 1 Bromochloromethane <0.25 ug/kg 10/14/16 14:23 74-97-510/14/16 09:436.0 0.25 1 Bromodichloromethane <0.15 ug/kg 10/14/16 14:23 75-27-410/14/16 09:436.0 0.15 1 Bromoform <0.26 ug/kg 10/14/16 14:23 75-25-210/14/16 09:436.0 0.26 1 Bromomethane <0.20 ug/kg 10/14/16 14:23 74-83-910/14/16 09:4324.2 0.20 1 2-Butanone (MEK)<2.8 ug/kg 10/14/16 14:23 78-93-310/14/16 09:4360.5 2.8 1 n-Butylbenzene <0.18 ug/kg 10/14/16 14:23 104-51-810/14/16 09:436.0 0.18 1 sec-Butylbenzene <0.099 ug/kg 10/14/16 14:23 135-98-810/14/16 09:436.0 0.099 1 tert-Butylbenzene <0.093 ug/kg 10/14/16 14:23 98-06-610/14/16 09:436.0 0.093 1 Carbon tetrachloride <0.21 ug/kg 10/14/16 14:23 56-23-510/14/16 09:436.0 0.21 1 Chlorobenzene <0.12 ug/kg 10/14/16 14:23 108-90-710/14/16 09:436.0 0.12 1 Chloroethane <0.24 ug/kg 10/14/16 14:23 75-00-310/14/16 09:436.0 0.24 1 Chloroform <0.080 ug/kg 10/14/16 14:23 67-66-310/14/16 09:436.0 0.080 1 Chloromethane <0.16 ug/kg 10/14/16 14:23 74-87-310/14/16 09:436.0 0.16 1 2-Chlorotoluene <0.19 ug/kg 10/14/16 14:23 95-49-810/14/16 09:436.0 0.19 1 4-Chlorotoluene <0.15 ug/kg 10/14/16 14:23 106-43-410/14/16 09:436.0 0.15 1 1,2-Dibromo-3-chloropropane <0.46 ug/kg 10/14/16 14:23 96-12-810/14/16 09:436.0 0.46 1 Dibromochloromethane <0.098 ug/kg 10/14/16 14:23 124-48-110/14/16 09:436.0 0.098 1 1,2-Dibromoethane (EDB)<0.089 ug/kg 10/14/16 14:23 106-93-410/14/16 09:436.0 0.089 1 Dibromomethane <0.12 ug/kg 10/14/16 14:23 74-95-310/14/16 09:436.0 0.12 1 1,2-Dichlorobenzene <0.086 ug/kg 10/14/16 14:23 95-50-110/14/16 09:436.0 0.086 1 1,3-Dichlorobenzene <0.063 ug/kg 10/14/16 14:23 541-73-110/14/16 09:436.0 0.063 1 1,4-Dichlorobenzene <0.17 ug/kg 10/14/16 14:23 106-46-710/14/16 09:436.0 0.17 1 Dichlorodifluoromethane <0.13 ug/kg 10/14/16 14:23 75-71-810/14/16 09:436.0 0.13 1 1,1-Dichloroethane <0.14 ug/kg 10/14/16 14:23 75-34-310/14/16 09:436.0 0.14 1 1,2-Dichloroethane <3.0 ug/kg 10/14/16 14:23 107-06-210/14/16 09:436.0 3.0 1 1,1-Dichloroethene <0.16 ug/kg 10/14/16 14:23 75-35-410/14/16 09:436.0 0.16 1 cis-1,2-Dichloroethene <0.15 ug/kg 10/14/16 14:23 156-59-210/14/16 09:436.0 0.15 1 trans-1,2-Dichloroethene <0.16 ug/kg 10/14/16 14:23 156-60-510/14/16 09:436.0 0.16 1 Dichlorofluoromethane <0.15 ug/kg 10/14/16 14:23 75-43-410/14/16 09:436.0 0.15 1 1,2-Dichloropropane <0.14 ug/kg 10/14/16 14:23 78-87-510/14/16 09:436.0 0.14 1 1,3-Dichloropropane <0.099 ug/kg 10/14/16 14:23 142-28-910/14/16 09:436.0 0.099 1 2,2-Dichloropropane <0.069 ug/kg 10/14/16 14:23 594-20-710/14/16 09:436.0 0.069 1 1,1-Dichloropropene <0.097 ug/kg 10/14/16 14:23 563-58-610/14/16 09:436.0 0.097 1 cis-1,3-Dichloropropene <0.14 ug/kg 10/14/16 14:23 10061-01-510/14/16 09:436.0 0.14 1 trans-1,3-Dichloropropene <0.14 ug/kg 10/14/16 14:23 10061-02-610/14/16 09:436.0 0.14 1 Diethyl ether (Ethyl ether)<0.13 ug/kg 10/14/16 14:23 60-29-710/14/16 09:436.0 0.13 1 Ethylbenzene <0.064 ug/kg 10/14/16 14:23 100-41-410/14/16 09:436.0 0.064 1 Hexachloro-1,3-butadiene <0.18 ug/kg 10/14/16 14:23 87-68-310/14/16 09:436.0 0.18 1 n-Hexane <0.27 ug/kg 10/14/16 14:23 110-54-310/14/16 09:436.0 0.27 1 2-Hexanone <0.61 ug/kg 10/14/16 14:23 591-78-610/14/16 09:4360.5 0.61 1 Isopropylbenzene (Cumene)<0.087 ug/kg 10/14/16 14:23 98-82-810/14/16 09:436.0 0.087 1 p-Isopropyltoluene <0.12 ug/kg 10/14/16 14:23 99-87-610/14/16 09:436.0 0.12 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 12 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-3 4.4'Lab ID:10365529003 Collected:10/10/16 15:20 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Methylene Chloride <0.14 ug/kg 10/14/16 14:23 75-09-210/14/16 09:436.0 0.14 1 4-Methyl-2-pentanone (MIBK)<0.47 ug/kg 10/14/16 14:23 108-10-110/14/16 09:4360.5 0.47 1 Methyl-tert-butyl ether <0.070 ug/kg 10/14/16 14:23 1634-04-410/14/16 09:436.0 0.070 1 Naphthalene <0.11 ug/kg 10/14/16 14:23 91-20-310/14/16 09:436.0 0.11 1 n-Propylbenzene <0.15 ug/kg 10/14/16 14:23 103-65-110/14/16 09:436.0 0.15 1 Styrene <0.11 ug/kg 10/14/16 14:23 100-42-510/14/16 09:436.0 0.11 1 1,1,1,2-Tetrachloroethane <0.14 ug/kg 10/14/16 14:23 630-20-610/14/16 09:436.0 0.14 1 1,1,2,2-Tetrachloroethane <3.0 ug/kg 10/14/16 14:23 79-34-510/14/16 09:436.0 3.0 1 Tetrachloroethene <0.071 ug/kg 10/14/16 14:23 127-18-410/14/16 09:436.0 0.071 1 Tetrahydrofuran <1.6 ug/kg 10/14/16 14:23 109-99-910/14/16 09:431211.6 1 Toluene <0.11 ug/kg 10/14/16 14:23 108-88-310/14/16 09:436.0 0.11 1 1,2,3-Trichlorobenzene <0.089 ug/kg 10/14/16 14:23 87-61-610/14/16 09:436.0 0.089 1 1,2,4-Trichlorobenzene <0.15 ug/kg 10/14/16 14:23 120-82-110/14/16 09:436.0 0.15 1 1,1,1-Trichloroethane <0.14 ug/kg 10/14/16 14:23 71-55-610/14/16 09:436.0 0.14 1 1,1,2-Trichloroethane <0.17 ug/kg 10/14/16 14:23 79-00-510/14/16 09:436.0 0.17 1 Trichloroethene <0.17 ug/kg 10/14/16 14:23 79-01-610/14/16 09:436.0 0.17 1 Trichlorofluoromethane <0.19 ug/kg 10/14/16 14:23 75-69-410/14/16 09:436.0 0.19 1 1,2,3-Trichloropropane <0.15 ug/kg 10/14/16 14:23 96-18-410/14/16 09:436.0 0.15 1 1,1,2-Trichlorotrifluoroethane <0.17 ug/kg 10/14/16 14:23 76-13-110/14/16 09:436.0 0.17 1 1,2,4-Trimethylbenzene <0.13 ug/kg 10/14/16 14:23 95-63-610/14/16 09:436.0 0.13 1 1,3,5-Trimethylbenzene <0.10 ug/kg 10/14/16 14:23 108-67-810/14/16 09:436.0 0.10 1 2,2,4-Trimethylpentane <0.12 ug/kg 10/14/16 14:23 540-84-110/14/16 09:436.0 0.12 1 Vinyl chloride <0.18 ug/kg 10/14/16 14:23 75-01-410/14/16 09:436.0 0.18 1 Xylene (Total)<3.0 ug/kg 10/14/16 14:23 1330-20-710/14/16 09:4312.1 3.0 1 m&p-Xylene <3.0 ug/kg 10/14/16 14:23 179601-23-110/14/16 09:436.0 3.0 1 o-Xylene <0.097 ug/kg 10/14/16 14:23 95-47-610/14/16 09:436.0 0.097 1 Surrogates 1,2-Dichloroethane-d4 (S)103 %.10/14/16 14:23 17060-07-010/14/16 09:4370-130 1 Toluene-d8 (S)99 %.10/14/16 14:23 2037-26-510/14/16 09:4370-130 1 4-Bromofluorobenzene (S)88 %.10/14/16 14:23 460-00-410/14/16 09:4370-130 1 Analytical Method: ASTM D 2974-13 (2013)Dry Weight, Davis Percent Moisture 21.6 %10/13/16 12:100.10 0.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 13 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-4 4.6'Lab ID:10365529004 Collected:10/10/16 15:30 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Allyl chloride <0.15 ug/kg 10/14/16 14:43 107-05-110/14/16 09:435.6 0.15 1 Benzene <0.085 ug/kg 10/14/16 14:43 71-43-210/14/16 09:435.6 0.085 1 Bromobenzene <0.13 ug/kg 10/14/16 14:43 108-86-110/14/16 09:435.6 0.13 1 Bromochloromethane <0.23 ug/kg 10/14/16 14:43 74-97-510/14/16 09:435.6 0.23 1 Bromodichloromethane <0.14 ug/kg 10/14/16 14:43 75-27-410/14/16 09:435.6 0.14 1 Bromoform <0.24 ug/kg 10/14/16 14:43 75-25-210/14/16 09:435.6 0.24 1 Bromomethane <0.19 ug/kg 10/14/16 14:43 74-83-910/14/16 09:4322.4 0.19 1 2-Butanone (MEK)<2.6 ug/kg 10/14/16 14:43 78-93-310/14/16 09:4355.9 2.6 1 n-Butylbenzene <0.16 ug/kg 10/14/16 14:43 104-51-810/14/16 09:435.6 0.16 1 sec-Butylbenzene <0.091 ug/kg 10/14/16 14:43 135-98-810/14/16 09:435.6 0.091 1 tert-Butylbenzene <0.086 ug/kg 10/14/16 14:43 98-06-610/14/16 09:435.6 0.086 1 Carbon tetrachloride <0.19 ug/kg 10/14/16 14:43 56-23-510/14/16 09:435.6 0.19 1 Chlorobenzene <0.11 ug/kg 10/14/16 14:43 108-90-710/14/16 09:435.6 0.11 1 Chloroethane <0.22 ug/kg 10/14/16 14:43 75-00-310/14/16 09:435.6 0.22 1 Chloroform <0.074 ug/kg 10/14/16 14:43 67-66-310/14/16 09:435.6 0.074 1 Chloromethane <0.15 ug/kg 10/14/16 14:43 74-87-310/14/16 09:435.6 0.15 1 2-Chlorotoluene <0.18 ug/kg 10/14/16 14:43 95-49-810/14/16 09:435.6 0.18 1 4-Chlorotoluene <0.13 ug/kg 10/14/16 14:43 106-43-410/14/16 09:435.6 0.13 1 1,2-Dibromo-3-chloropropane <0.43 ug/kg 10/14/16 14:43 96-12-810/14/16 09:435.6 0.43 1 Dibromochloromethane <0.091 ug/kg 10/14/16 14:43 124-48-110/14/16 09:435.6 0.091 1 1,2-Dibromoethane (EDB)<0.082 ug/kg 10/14/16 14:43 106-93-410/14/16 09:435.6 0.082 1 Dibromomethane <0.11 ug/kg 10/14/16 14:43 74-95-310/14/16 09:435.6 0.11 1 1,2-Dichlorobenzene <0.080 ug/kg 10/14/16 14:43 95-50-110/14/16 09:435.6 0.080 1 1,3-Dichlorobenzene <0.059 ug/kg 10/14/16 14:43 541-73-110/14/16 09:435.6 0.059 1 1,4-Dichlorobenzene <0.16 ug/kg 10/14/16 14:43 106-46-710/14/16 09:435.6 0.16 1 Dichlorodifluoromethane <0.12 ug/kg 10/14/16 14:43 75-71-810/14/16 09:435.6 0.12 1 1,1-Dichloroethane <0.13 ug/kg 10/14/16 14:43 75-34-310/14/16 09:435.6 0.13 1 1,2-Dichloroethane <2.8 ug/kg 10/14/16 14:43 107-06-210/14/16 09:435.6 2.8 1 1,1-Dichloroethene <0.15 ug/kg 10/14/16 14:43 75-35-410/14/16 09:435.6 0.15 1 cis-1,2-Dichloroethene <0.14 ug/kg 10/14/16 14:43 156-59-210/14/16 09:435.6 0.14 1 trans-1,2-Dichloroethene <0.15 ug/kg 10/14/16 14:43 156-60-510/14/16 09:435.6 0.15 1 Dichlorofluoromethane <0.14 ug/kg 10/14/16 14:43 75-43-410/14/16 09:435.6 0.14 1 1,2-Dichloropropane <0.13 ug/kg 10/14/16 14:43 78-87-510/14/16 09:435.6 0.13 1 1,3-Dichloropropane <0.091 ug/kg 10/14/16 14:43 142-28-910/14/16 09:435.6 0.091 1 2,2-Dichloropropane <0.064 ug/kg 10/14/16 14:43 594-20-710/14/16 09:435.6 0.064 1 1,1-Dichloropropene <0.089 ug/kg 10/14/16 14:43 563-58-610/14/16 09:435.6 0.089 1 cis-1,3-Dichloropropene <0.13 ug/kg 10/14/16 14:43 10061-01-510/14/16 09:435.6 0.13 1 trans-1,3-Dichloropropene <0.13 ug/kg 10/14/16 14:43 10061-02-610/14/16 09:435.6 0.13 1 Diethyl ether (Ethyl ether)<0.12 ug/kg 10/14/16 14:43 60-29-710/14/16 09:435.6 0.12 1 Ethylbenzene <0.059 ug/kg 10/14/16 14:43 100-41-410/14/16 09:435.6 0.059 1 Hexachloro-1,3-butadiene <0.17 ug/kg 10/14/16 14:43 87-68-310/14/16 09:435.6 0.17 1 n-Hexane <0.25 ug/kg 10/14/16 14:43 110-54-310/14/16 09:435.6 0.25 1 2-Hexanone <0.56 ug/kg 10/14/16 14:43 591-78-610/14/16 09:4355.9 0.56 1 Isopropylbenzene (Cumene)<0.080 ug/kg 10/14/16 14:43 98-82-810/14/16 09:435.6 0.080 1 p-Isopropyltoluene <0.11 ug/kg 10/14/16 14:43 99-87-610/14/16 09:435.6 0.11 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 14 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-4 4.6'Lab ID:10365529004 Collected:10/10/16 15:30 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Methylene Chloride <0.13 ug/kg 10/14/16 14:43 75-09-210/14/16 09:435.6 0.13 1 4-Methyl-2-pentanone (MIBK)<0.44 ug/kg 10/14/16 14:43 108-10-110/14/16 09:4355.9 0.44 1 Methyl-tert-butyl ether <0.065 ug/kg 10/14/16 14:43 1634-04-410/14/16 09:435.6 0.065 1 Naphthalene <0.098 ug/kg 10/14/16 14:43 91-20-310/14/16 09:435.6 0.098 1 n-Propylbenzene <0.14 ug/kg 10/14/16 14:43 103-65-110/14/16 09:435.6 0.14 1 Styrene <0.097 ug/kg 10/14/16 14:43 100-42-510/14/16 09:435.6 0.097 1 1,1,1,2-Tetrachloroethane <0.13 ug/kg 10/14/16 14:43 630-20-610/14/16 09:435.6 0.13 1 1,1,2,2-Tetrachloroethane <2.8 ug/kg 10/14/16 14:43 79-34-510/14/16 09:435.6 2.8 1 Tetrachloroethene <0.066 ug/kg 10/14/16 14:43 127-18-410/14/16 09:435.6 0.066 1 Tetrahydrofuran <1.5 ug/kg 10/14/16 14:43 109-99-910/14/16 09:431121.5 1 Toluene <0.10 ug/kg 10/14/16 14:43 108-88-310/14/16 09:435.6 0.10 1 1,2,3-Trichlorobenzene <0.082 ug/kg 10/14/16 14:43 87-61-610/14/16 09:435.6 0.082 1 1,2,4-Trichlorobenzene <0.13 ug/kg 10/14/16 14:43 120-82-110/14/16 09:435.6 0.13 1 1,1,1-Trichloroethane <0.13 ug/kg 10/14/16 14:43 71-55-610/14/16 09:435.6 0.13 1 1,1,2-Trichloroethane <0.16 ug/kg 10/14/16 14:43 79-00-510/14/16 09:435.6 0.16 1 Trichloroethene <0.16 ug/kg 10/14/16 14:43 79-01-610/14/16 09:435.6 0.16 1 Trichlorofluoromethane <0.18 ug/kg 10/14/16 14:43 75-69-410/14/16 09:435.6 0.18 1 1,2,3-Trichloropropane <0.14 ug/kg 10/14/16 14:43 96-18-410/14/16 09:435.6 0.14 1 1,1,2-Trichlorotrifluoroethane <0.16 ug/kg 10/14/16 14:43 76-13-110/14/16 09:435.6 0.16 1 1,2,4-Trimethylbenzene <0.12 ug/kg 10/14/16 14:43 95-63-610/14/16 09:435.6 0.12 1 1,3,5-Trimethylbenzene <0.094 ug/kg 10/14/16 14:43 108-67-810/14/16 09:435.6 0.094 1 2,2,4-Trimethylpentane <0.11 ug/kg 10/14/16 14:43 540-84-110/14/16 09:435.6 0.11 1 Vinyl chloride <0.17 ug/kg 10/14/16 14:43 75-01-410/14/16 09:435.6 0.17 1 Xylene (Total)<2.8 ug/kg 10/14/16 14:43 1330-20-710/14/16 09:4311.2 2.8 1 m&p-Xylene <2.8 ug/kg 10/14/16 14:43 179601-23-110/14/16 09:435.6 2.8 1 o-Xylene <0.089 ug/kg 10/14/16 14:43 95-47-610/14/16 09:435.6 0.089 1 Surrogates 1,2-Dichloroethane-d4 (S)104 %.10/14/16 14:43 17060-07-010/14/16 09:4370-130 1 Toluene-d8 (S)100 %.10/14/16 14:43 2037-26-510/14/16 09:4370-130 1 4-Bromofluorobenzene (S)90 %.10/14/16 14:43 460-00-410/14/16 09:4370-130 1 Analytical Method: ASTM D 2974-13 (2013)Dry Weight, Davis Percent Moisture 14.4 %10/13/16 12:100.10 0.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 15 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-5 4.9'Lab ID:10365529005 Collected:10/10/16 15:40 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Allyl chloride <0.14 ug/kg 10/14/16 15:03 107-05-110/14/16 09:435.5 0.14 1 Benzene <0.084 ug/kg 10/14/16 15:03 71-43-210/14/16 09:435.5 0.084 1 Bromobenzene <0.13 ug/kg 10/14/16 15:03 108-86-110/14/16 09:435.5 0.13 1 Bromochloromethane <0.23 ug/kg 10/14/16 15:03 74-97-510/14/16 09:435.5 0.23 1 Bromodichloromethane <0.14 ug/kg 10/14/16 15:03 75-27-410/14/16 09:435.5 0.14 1 Bromoform <0.23 ug/kg 10/14/16 15:03 75-25-210/14/16 09:435.5 0.23 1 Bromomethane <0.18 ug/kg 10/14/16 15:03 74-83-910/14/16 09:4322.1 0.18 1 2-Butanone (MEK)<2.6 ug/kg 10/14/16 15:03 78-93-310/14/16 09:4355.2 2.6 1 n-Butylbenzene <0.16 ug/kg 10/14/16 15:03 104-51-810/14/16 09:435.5 0.16 1 sec-Butylbenzene <0.090 ug/kg 10/14/16 15:03 135-98-810/14/16 09:435.5 0.090 1 tert-Butylbenzene <0.085 ug/kg 10/14/16 15:03 98-06-610/14/16 09:435.5 0.085 1 Carbon tetrachloride <0.19 ug/kg 10/14/16 15:03 56-23-510/14/16 09:435.5 0.19 1 Chlorobenzene <0.11 ug/kg 10/14/16 15:03 108-90-710/14/16 09:435.5 0.11 1 Chloroethane <0.22 ug/kg 10/14/16 15:03 75-00-310/14/16 09:435.5 0.22 1 Chloroform <0.073 ug/kg 10/14/16 15:03 67-66-310/14/16 09:435.5 0.073 1 Chloromethane <0.14 ug/kg 10/14/16 15:03 74-87-310/14/16 09:435.5 0.14 1 2-Chlorotoluene <0.18 ug/kg 10/14/16 15:03 95-49-810/14/16 09:435.5 0.18 1 4-Chlorotoluene <0.13 ug/kg 10/14/16 15:03 106-43-410/14/16 09:435.5 0.13 1 1,2-Dibromo-3-chloropropane <0.42 ug/kg 10/14/16 15:03 96-12-810/14/16 09:435.5 0.42 1 Dibromochloromethane <0.090 ug/kg 10/14/16 15:03 124-48-110/14/16 09:435.5 0.090 1 1,2-Dibromoethane (EDB)<0.081 ug/kg 10/14/16 15:03 106-93-410/14/16 09:435.5 0.081 1 Dibromomethane <0.11 ug/kg 10/14/16 15:03 74-95-310/14/16 09:435.5 0.11 1 1,2-Dichlorobenzene <0.079 ug/kg 10/14/16 15:03 95-50-110/14/16 09:435.5 0.079 1 1,3-Dichlorobenzene <0.058 ug/kg 10/14/16 15:03 541-73-110/14/16 09:435.5 0.058 1 1,4-Dichlorobenzene <0.16 ug/kg 10/14/16 15:03 106-46-710/14/16 09:435.5 0.16 1 Dichlorodifluoromethane <0.12 ug/kg 10/14/16 15:03 75-71-810/14/16 09:435.5 0.12 1 1,1-Dichloroethane <0.13 ug/kg 10/14/16 15:03 75-34-310/14/16 09:435.5 0.13 1 1,2-Dichloroethane <2.8 ug/kg 10/14/16 15:03 107-06-210/14/16 09:435.5 2.8 1 1,1-Dichloroethene <0.15 ug/kg 10/14/16 15:03 75-35-410/14/16 09:435.5 0.15 1 cis-1,2-Dichloroethene <0.13 ug/kg 10/14/16 15:03 156-59-210/14/16 09:435.5 0.13 1 trans-1,2-Dichloroethene <0.15 ug/kg 10/14/16 15:03 156-60-510/14/16 09:435.5 0.15 1 Dichlorofluoromethane <0.14 ug/kg 10/14/16 15:03 75-43-410/14/16 09:435.5 0.14 1 1,2-Dichloropropane <0.12 ug/kg 10/14/16 15:03 78-87-510/14/16 09:435.5 0.12 1 1,3-Dichloropropane <0.090 ug/kg 10/14/16 15:03 142-28-910/14/16 09:435.5 0.090 1 2,2-Dichloropropane <0.063 ug/kg 10/14/16 15:03 594-20-710/14/16 09:435.5 0.063 1 1,1-Dichloropropene <0.088 ug/kg 10/14/16 15:03 563-58-610/14/16 09:435.5 0.088 1 cis-1,3-Dichloropropene <0.13 ug/kg 10/14/16 15:03 10061-01-510/14/16 09:435.5 0.13 1 trans-1,3-Dichloropropene <0.13 ug/kg 10/14/16 15:03 10061-02-610/14/16 09:435.5 0.13 1 Diethyl ether (Ethyl ether)<0.11 ug/kg 10/14/16 15:03 60-29-710/14/16 09:435.5 0.11 1 Ethylbenzene <0.059 ug/kg 10/14/16 15:03 100-41-410/14/16 09:435.5 0.059 1 Hexachloro-1,3-butadiene <0.16 ug/kg 10/14/16 15:03 87-68-310/14/16 09:435.5 0.16 1 n-Hexane <0.25 ug/kg 10/14/16 15:03 110-54-310/14/16 09:435.5 0.25 1 2-Hexanone <0.56 ug/kg 10/14/16 15:03 591-78-610/14/16 09:4355.2 0.56 1 Isopropylbenzene (Cumene)<0.079 ug/kg 10/14/16 15:03 98-82-810/14/16 09:435.5 0.079 1 p-Isopropyltoluene <0.11 ug/kg 10/14/16 15:03 99-87-610/14/16 09:435.5 0.11 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 16 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-5 4.9'Lab ID:10365529005 Collected:10/10/16 15:40 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Methylene Chloride <0.12 ug/kg 10/14/16 15:03 75-09-210/14/16 09:435.5 0.12 1 4-Methyl-2-pentanone (MIBK)<0.43 ug/kg 10/14/16 15:03 108-10-110/14/16 09:4355.2 0.43 1 Methyl-tert-butyl ether <0.064 ug/kg 10/14/16 15:03 1634-04-410/14/16 09:435.5 0.064 1 Naphthalene <0.097 ug/kg 10/14/16 15:03 91-20-310/14/16 09:435.5 0.097 1 n-Propylbenzene <0.14 ug/kg 10/14/16 15:03 103-65-110/14/16 09:435.5 0.14 1 Styrene <0.096 ug/kg 10/14/16 15:03 100-42-510/14/16 09:435.5 0.096 1 1,1,1,2-Tetrachloroethane <0.13 ug/kg 10/14/16 15:03 630-20-610/14/16 09:435.5 0.13 1 1,1,2,2-Tetrachloroethane <2.8 ug/kg 10/14/16 15:03 79-34-510/14/16 09:435.5 2.8 1 Tetrachloroethene <0.065 ug/kg 10/14/16 15:03 127-18-410/14/16 09:435.5 0.065 1 Tetrahydrofuran <1.5 ug/kg 10/14/16 15:03 109-99-910/14/16 09:431101.5 1 Toluene <0.10 ug/kg 10/14/16 15:03 108-88-310/14/16 09:435.5 0.10 1 1,2,3-Trichlorobenzene <0.081 ug/kg 10/14/16 15:03 87-61-610/14/16 09:435.5 0.081 1 1,2,4-Trichlorobenzene <0.13 ug/kg 10/14/16 15:03 120-82-110/14/16 09:435.5 0.13 1 1,1,1-Trichloroethane <0.13 ug/kg 10/14/16 15:03 71-55-610/14/16 09:435.5 0.13 1 1,1,2-Trichloroethane <0.16 ug/kg 10/14/16 15:03 79-00-510/14/16 09:435.5 0.16 1 Trichloroethene <0.16 ug/kg 10/14/16 15:03 79-01-610/14/16 09:435.5 0.16 1 Trichlorofluoromethane <0.17 ug/kg 10/14/16 15:03 75-69-410/14/16 09:435.5 0.17 1 1,2,3-Trichloropropane <0.14 ug/kg 10/14/16 15:03 96-18-410/14/16 09:435.5 0.14 1 1,1,2-Trichlorotrifluoroethane <0.15 ug/kg 10/14/16 15:03 76-13-110/14/16 09:435.5 0.15 1 1,2,4-Trimethylbenzene <0.11 ug/kg 10/14/16 15:03 95-63-610/14/16 09:435.5 0.11 1 1,3,5-Trimethylbenzene <0.093 ug/kg 10/14/16 15:03 108-67-810/14/16 09:435.5 0.093 1 2,2,4-Trimethylpentane <0.11 ug/kg 10/14/16 15:03 540-84-110/14/16 09:435.5 0.11 1 Vinyl chloride <0.17 ug/kg 10/14/16 15:03 75-01-410/14/16 09:435.5 0.17 1 Xylene (Total)<2.8 ug/kg 10/14/16 15:03 1330-20-710/14/16 09:4311.0 2.8 1 m&p-Xylene <2.8 ug/kg 10/14/16 15:03 179601-23-110/14/16 09:435.5 2.8 1 o-Xylene <0.088 ug/kg 10/14/16 15:03 95-47-610/14/16 09:435.5 0.088 1 Surrogates 1,2-Dichloroethane-d4 (S)103 %.10/14/16 15:03 17060-07-010/14/16 09:4370-130 1 Toluene-d8 (S)99 %.10/14/16 15:03 2037-26-510/14/16 09:4370-130 1 4-Bromofluorobenzene (S)89 %.10/14/16 15:03 460-00-410/14/16 09:4370-130 1 Analytical Method: ASTM D 2974-13 (2013)Dry Weight, Davis Percent Moisture 18.8 %10/13/16 12:100.10 0.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 17 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-6 4.9'Lab ID:10365529006 Collected:10/10/16 15:45 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Allyl chloride <0.16 ug/kg 10/14/16 15:23 107-05-110/14/16 09:435.9 0.16 1 Benzene <0.090 ug/kg 10/14/16 15:23 71-43-210/14/16 09:435.9 0.090 1 Bromobenzene <0.14 ug/kg 10/14/16 15:23 108-86-110/14/16 09:435.9 0.14 1 Bromochloromethane <0.24 ug/kg 10/14/16 15:23 74-97-510/14/16 09:435.9 0.24 1 Bromodichloromethane <0.15 ug/kg 10/14/16 15:23 75-27-410/14/16 09:435.9 0.15 1 Bromoform <0.25 ug/kg 10/14/16 15:23 75-25-210/14/16 09:435.9 0.25 1 Bromomethane <0.20 ug/kg 10/14/16 15:23 74-83-910/14/16 09:4323.7 0.20 1 2-Butanone (MEK)<2.8 ug/kg 10/14/16 15:23 78-93-310/14/16 09:4359.3 2.8 1 n-Butylbenzene <0.17 ug/kg 10/14/16 15:23 104-51-810/14/16 09:435.9 0.17 1 sec-Butylbenzene <0.097 ug/kg 10/14/16 15:23 135-98-810/14/16 09:435.9 0.097 1 tert-Butylbenzene <0.091 ug/kg 10/14/16 15:23 98-06-610/14/16 09:435.9 0.091 1 Carbon tetrachloride <0.20 ug/kg 10/14/16 15:23 56-23-510/14/16 09:435.9 0.20 1 Chlorobenzene <0.12 ug/kg 10/14/16 15:23 108-90-710/14/16 09:435.9 0.12 1 Chloroethane <0.24 ug/kg 10/14/16 15:23 75-00-310/14/16 09:435.9 0.24 1 Chloroform <0.078 ug/kg 10/14/16 15:23 67-66-310/14/16 09:435.9 0.078 1 Chloromethane <0.15 ug/kg 10/14/16 15:23 74-87-310/14/16 09:435.9 0.15 1 2-Chlorotoluene <0.19 ug/kg 10/14/16 15:23 95-49-810/14/16 09:435.9 0.19 1 4-Chlorotoluene <0.14 ug/kg 10/14/16 15:23 106-43-410/14/16 09:435.9 0.14 1 1,2-Dibromo-3-chloropropane <0.45 ug/kg 10/14/16 15:23 96-12-810/14/16 09:435.9 0.45 1 Dibromochloromethane <0.096 ug/kg 10/14/16 15:23 124-48-110/14/16 09:435.9 0.096 1 1,2-Dibromoethane (EDB)<0.087 ug/kg 10/14/16 15:23 106-93-410/14/16 09:435.9 0.087 1 Dibromomethane <0.11 ug/kg 10/14/16 15:23 74-95-310/14/16 09:435.9 0.11 1 1,2-Dichlorobenzene <0.084 ug/kg 10/14/16 15:23 95-50-110/14/16 09:435.9 0.084 1 1,3-Dichlorobenzene <0.062 ug/kg 10/14/16 15:23 541-73-110/14/16 09:435.9 0.062 1 1,4-Dichlorobenzene <0.17 ug/kg 10/14/16 15:23 106-46-710/14/16 09:435.9 0.17 1 Dichlorodifluoromethane <0.13 ug/kg 10/14/16 15:23 75-71-810/14/16 09:435.9 0.13 1 1,1-Dichloroethane <0.14 ug/kg 10/14/16 15:23 75-34-310/14/16 09:435.9 0.14 1 1,2-Dichloroethane <3.0 ug/kg 10/14/16 15:23 107-06-210/14/16 09:435.9 3.0 1 1,1-Dichloroethene <0.16 ug/kg 10/14/16 15:23 75-35-410/14/16 09:435.9 0.16 1 cis-1,2-Dichloroethene <0.14 ug/kg 10/14/16 15:23 156-59-210/14/16 09:435.9 0.14 1 trans-1,2-Dichloroethene <0.16 ug/kg 10/14/16 15:23 156-60-510/14/16 09:435.9 0.16 1 Dichlorofluoromethane <0.15 ug/kg 10/14/16 15:23 75-43-410/14/16 09:435.9 0.15 1 1,2-Dichloropropane <0.13 ug/kg 10/14/16 15:23 78-87-510/14/16 09:435.9 0.13 1 1,3-Dichloropropane <0.097 ug/kg 10/14/16 15:23 142-28-910/14/16 09:435.9 0.097 1 2,2-Dichloropropane <0.068 ug/kg 10/14/16 15:23 594-20-710/14/16 09:435.9 0.068 1 1,1-Dichloropropene <0.095 ug/kg 10/14/16 15:23 563-58-610/14/16 09:435.9 0.095 1 cis-1,3-Dichloropropene <0.14 ug/kg 10/14/16 15:23 10061-01-510/14/16 09:435.9 0.14 1 trans-1,3-Dichloropropene <0.14 ug/kg 10/14/16 15:23 10061-02-610/14/16 09:435.9 0.14 1 Diethyl ether (Ethyl ether)<0.12 ug/kg 10/14/16 15:23 60-29-710/14/16 09:435.9 0.12 1 Ethylbenzene <0.063 ug/kg 10/14/16 15:23 100-41-410/14/16 09:435.9 0.063 1 Hexachloro-1,3-butadiene <0.18 ug/kg 10/14/16 15:23 87-68-310/14/16 09:435.9 0.18 1 n-Hexane <0.27 ug/kg 10/14/16 15:23 110-54-310/14/16 09:435.9 0.27 1 2-Hexanone <0.60 ug/kg 10/14/16 15:23 591-78-610/14/16 09:4359.3 0.60 1 Isopropylbenzene (Cumene)<0.085 ug/kg 10/14/16 15:23 98-82-810/14/16 09:435.9 0.085 1 p-Isopropyltoluene <0.12 ug/kg 10/14/16 15:23 99-87-610/14/16 09:435.9 0.12 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 18 of 32 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10365529 Bridger Vale Subdivision Sample:BV-6 4.9'Lab ID:10365529006 Collected:10/10/16 15:45 Received:10/11/16 09:30 Matrix:Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: EPA 8260B Preparation Method: EPA 5030 Low8260 MSV Low Soil Methylene Chloride <0.13 ug/kg 10/14/16 15:23 75-09-210/14/16 09:435.9 0.13 1 4-Methyl-2-pentanone (MIBK)<0.46 ug/kg 10/14/16 15:23 108-10-110/14/16 09:4359.3 0.46 1 Methyl-tert-butyl ether <0.069 ug/kg 10/14/16 15:23 1634-04-410/14/16 09:435.9 0.069 1 Naphthalene <0.10 ug/kg 10/14/16 15:23 91-20-310/14/16 09:435.9 0.10 1 n-Propylbenzene <0.15 ug/kg 10/14/16 15:23 103-65-110/14/16 09:435.9 0.15 1 Styrene <0.10 ug/kg 10/14/16 15:23 100-42-510/14/16 09:435.9 0.10 1 1,1,1,2-Tetrachloroethane <0.14 ug/kg 10/14/16 15:23 630-20-610/14/16 09:435.9 0.14 1 1,1,2,2-Tetrachloroethane <3.0 ug/kg 10/14/16 15:23 79-34-510/14/16 09:435.9 3.0 1 Tetrachloroethene <0.070 ug/kg 10/14/16 15:23 127-18-410/14/16 09:435.9 0.070 1 Tetrahydrofuran <1.6 ug/kg 10/14/16 15:23 109-99-910/14/16 09:431191.6 1 Toluene <0.11 ug/kg 10/14/16 15:23 108-88-310/14/16 09:435.9 0.11 1 1,2,3-Trichlorobenzene <0.087 ug/kg 10/14/16 15:23 87-61-610/14/16 09:435.9 0.087 1 1,2,4-Trichlorobenzene <0.14 ug/kg 10/14/16 15:23 120-82-110/14/16 09:435.9 0.14 1 1,1,1-Trichloroethane <0.14 ug/kg 10/14/16 15:23 71-55-610/14/16 09:435.9 0.14 1 1,1,2-Trichloroethane <0.17 ug/kg 10/14/16 15:23 79-00-510/14/16 09:435.9 0.17 1 Trichloroethene <0.17 ug/kg 10/14/16 15:23 79-01-610/14/16 09:435.9 0.17 1 Trichlorofluoromethane <0.19 ug/kg 10/14/16 15:23 75-69-410/14/16 09:435.9 0.19 1 1,2,3-Trichloropropane <0.15 ug/kg 10/14/16 15:23 96-18-410/14/16 09:435.9 0.15 1 1,1,2-Trichlorotrifluoroethane <0.16 ug/kg 10/14/16 15:23 76-13-110/14/16 09:435.9 0.16 1 1,2,4-Trimethylbenzene <0.12 ug/kg 10/14/16 15:23 95-63-610/14/16 09:435.9 0.12 1 1,3,5-Trimethylbenzene <0.10 ug/kg 10/14/16 15:23 108-67-810/14/16 09:435.9 0.10 1 2,2,4-Trimethylpentane <0.12 ug/kg 10/14/16 15:23 540-84-110/14/16 09:435.9 0.12 1 Vinyl chloride <0.18 ug/kg 10/14/16 15:23 75-01-410/14/16 09:435.9 0.18 1 Xylene (Total)<3.0 ug/kg 10/14/16 15:23 1330-20-710/14/16 09:4311.9 3.0 1 m&p-Xylene <3.0 ug/kg 10/14/16 15:23 179601-23-110/14/16 09:435.9 3.0 1 o-Xylene <0.095 ug/kg 10/14/16 15:23 95-47-610/14/16 09:435.9 0.095 1 Surrogates 1,2-Dichloroethane-d4 (S)103 %.10/14/16 15:23 17060-07-010/14/16 09:4370-130 1 Toluene-d8 (S)99 %.10/14/16 15:23 2037-26-510/14/16 09:4370-130 1 4-Bromofluorobenzene (S)87 %.10/14/16 15:23 460-00-410/14/16 09:4370-130 1 Analytical Method: ASTM D 2974-13 (2013)Dry Weight, Davis Percent Moisture 19.9 %10/13/16 12:100.10 0.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 19 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 97319 EPA 5030 Low EPA 8260B 8260 MSV Low Soil Associated Lab Samples:10365529001, 10365529002, 10365529003, 10365529004, 10365529005, 10365529006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:384861 Associated Lab Samples:10365529001, 10365529002, 10365529003, 10365529004, 10365529005, 10365529006 Matrix:Solid AnalyzedMDL 1,1,1,2-Tetrachloroethane ug/kg <0.12 5.0 10/14/16 11:020.12 1,1,1-Trichloroethane ug/kg <0.11 5.0 10/14/16 11:020.11 1,1,2,2-Tetrachloroethane ug/kg <2.5 5.0 10/14/16 11:022.5 1,1,2-Trichloroethane ug/kg <0.14 5.0 10/14/16 11:020.14 1,1,2-Trichlorotrifluoroethane ug/kg <0.14 5.0 10/14/16 11:020.14 1,1-Dichloroethane ug/kg <0.12 5.0 10/14/16 11:020.12 1,1-Dichloroethene ug/kg <0.13 5.0 10/14/16 11:020.13 1,1-Dichloropropene ug/kg <0.080 5.0 10/14/16 11:020.080 1,2,3-Trichlorobenzene ug/kg <0.073 5.0 10/14/16 11:020.073 1,2,3-Trichloropropane ug/kg <0.13 5.0 10/14/16 11:020.13 1,2,4-Trichlorobenzene ug/kg <0.12 5.0 10/14/16 11:020.12 1,2,4-Trimethylbenzene ug/kg <0.10 5.0 10/14/16 11:020.10 1,2-Dibromo-3-chloropropane ug/kg <0.38 5.0 10/14/16 11:020.38 1,2-Dibromoethane (EDB)ug/kg <0.073 5.0 10/14/16 11:020.073 1,2-Dichlorobenzene ug/kg <0.071 5.0 10/14/16 11:020.071 1,2-Dichloroethane ug/kg <2.5 5.0 10/14/16 11:022.5 1,2-Dichloropropane ug/kg <0.11 5.0 10/14/16 11:020.11 1,3,5-Trimethylbenzene ug/kg <0.084 5.0 10/14/16 11:020.084 1,3-Dichlorobenzene ug/kg <0.052 5.0 10/14/16 11:020.052 1,3-Dichloropropane ug/kg <0.082 5.0 10/14/16 11:020.082 1,4-Dichlorobenzene ug/kg <0.14 5.0 10/14/16 11:020.14 2,2,4-Trimethylpentane ug/kg <0.10 5.0 10/14/16 11:020.10 2,2-Dichloropropane ug/kg <0.057 5.0 10/14/16 11:020.057 2-Butanone (MEK)ug/kg <2.3 50.0 10/14/16 11:022.3 2-Chlorotoluene ug/kg <0.16 5.0 10/14/16 11:020.16 2-Hexanone ug/kg <0.50 50.0 10/14/16 11:020.50 4-Chlorotoluene ug/kg <0.12 5.0 10/14/16 11:020.12 4-Methyl-2-pentanone (MIBK)ug/kg <0.39 50.0 10/14/16 11:020.39 Allyl chloride ug/kg <0.13 5.0 10/14/16 11:020.13 Benzene ug/kg <0.076 5.0 10/14/16 11:020.076 Bromobenzene ug/kg <0.12 5.0 10/14/16 11:020.12 Bromochloromethane ug/kg <0.20 5.0 10/14/16 11:020.20 Bromodichloromethane ug/kg <0.12 5.0 10/14/16 11:020.12 Bromoform ug/kg <0.21 5.0 10/14/16 11:020.21 Bromomethane ug/kg <0.17 20.0 10/14/16 11:020.17 Carbon tetrachloride ug/kg <0.17 5.0 10/14/16 11:020.17 Chlorobenzene ug/kg <0.10 5.0 10/14/16 11:020.10 Chloroethane ug/kg <0.20 5.0 10/14/16 11:020.20 Chloroform ug/kg <0.066 5.0 10/14/16 11:020.066 Chloromethane ug/kg <0.13 5.0 10/14/16 11:020.13 cis-1,2-Dichloroethene ug/kg <0.12 5.0 10/14/16 11:020.12 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 20 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:384861 Associated Lab Samples:10365529001, 10365529002, 10365529003, 10365529004, 10365529005, 10365529006 Matrix:Solid AnalyzedMDL cis-1,3-Dichloropropene ug/kg <0.11 5.0 10/14/16 11:020.11 Dibromochloromethane ug/kg <0.081 5.0 10/14/16 11:020.081 Dibromomethane ug/kg <0.096 5.0 10/14/16 11:020.096 Dichlorodifluoromethane ug/kg <0.11 5.0 10/14/16 11:020.11 Dichlorofluoromethane ug/kg <0.12 5.0 10/14/16 11:020.12 Diethyl ether (Ethyl ether)ug/kg <0.10 5.0 10/14/16 11:020.10 Ethylbenzene ug/kg <0.053 5.0 10/14/16 11:020.053 Hexachloro-1,3-butadiene ug/kg <0.15 5.0 10/14/16 11:020.15 Isopropylbenzene (Cumene)ug/kg <0.072 5.0 10/14/16 11:020.072 m&p-Xylene ug/kg <2.5 5.0 10/14/16 11:022.5 Methyl-tert-butyl ether ug/kg <0.058 5.0 10/14/16 11:020.058 Methylene Chloride ug/kg <0.11 5.0 10/14/16 11:020.11 n-Butylbenzene ug/kg <0.15 5.0 10/14/16 11:020.15 n-Hexane ug/kg <0.23 5.0 10/14/16 11:020.23 n-Propylbenzene ug/kg <0.13 5.0 10/14/16 11:020.13 Naphthalene ug/kg 0.093J 5.0 10/14/16 11:020.088 o-Xylene ug/kg <0.080 5.0 10/14/16 11:020.080 p-Isopropyltoluene ug/kg <0.10 5.0 10/14/16 11:020.10 sec-Butylbenzene ug/kg <0.082 5.0 10/14/16 11:020.082 Styrene ug/kg <0.087 5.0 10/14/16 11:020.087 tert-Butylbenzene ug/kg <0.077 5.0 10/14/16 11:020.077 Tetrachloroethene ug/kg <0.059 5.0 10/14/16 11:020.059 Tetrahydrofuran ug/kg <1.3 100 10/14/16 11:021.3 Toluene ug/kg <0.091 5.0 10/14/16 11:020.091 trans-1,2-Dichloroethene ug/kg <0.13 5.0 10/14/16 11:020.13 trans-1,3-Dichloropropene ug/kg <0.12 5.0 10/14/16 11:020.12 Trichloroethene ug/kg <0.14 5.0 10/14/16 11:020.14 Trichlorofluoromethane ug/kg <0.16 5.0 10/14/16 11:020.16 Vinyl chloride ug/kg <0.15 5.0 10/14/16 11:020.15 Xylene (Total)ug/kg <2.5 10.0 10/14/16 11:022.5 1,2-Dichloroethane-d4 (S)%.99 70-130 10/14/16 11:02 4-Bromofluorobenzene (S)%.89 70-130 10/14/16 11:02 Toluene-d8 (S)%.98 70-130 10/14/16 11:02 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 384862LABORATORY CONTROL SAMPLE: LCSSpike 1,1,1,2-Tetrachloroethane ug/kg 36.640 92 72-125 1,1,1-Trichloroethane ug/kg 36.440 91 71-125 1,1,2,2-Tetrachloroethane ug/kg 41.940 105 75-125 1,1,2-Trichloroethane ug/kg 38.840 97 74-125 1,1,2-Trichlorotrifluoroethane ug/kg 35.640 89 68-125 1,1-Dichloroethane ug/kg 38.040 95 71-125 1,1-Dichloroethene ug/kg 35.940 90 72-125 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 21 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 384862LABORATORY CONTROL SAMPLE: LCSSpike 1,1-Dichloropropene ug/kg 38.640 97 72-125 1,2,3-Trichlorobenzene ug/kg 39.240 98 69-125 1,2,3-Trichloropropane ug/kg 41.540 104 75-125 1,2,4-Trichlorobenzene ug/kg 37.840 94 66-125 1,2,4-Trimethylbenzene ug/kg 38.540 96 73-125 1,2-Dibromo-3-chloropropane ug/kg 114100 114 59-138 1,2-Dibromoethane (EDB)ug/kg 37.640 94 73-125 1,2-Dichlorobenzene ug/kg 37.940 95 72-125 1,2-Dichloroethane ug/kg 39.840 99 67-125 1,2-Dichloropropane ug/kg 41.440 104 68-125 1,3,5-Trimethylbenzene ug/kg 37.940 95 74-125 1,3-Dichlorobenzene ug/kg 34.740 87 72-125 1,3-Dichloropropane ug/kg 41.340 103 70-125 1,4-Dichlorobenzene ug/kg 37.640 94 69-125 2,2,4-Trimethylpentane ug/kg 34.840 87 70-130 2,2-Dichloropropane ug/kg 37.240 93 70-125 2-Butanone (MEK)ug/kg 227200 113 63-134 2-Chlorotoluene ug/kg 35.540 89 74-125 2-Hexanone ug/kg 232200 116 70-130 4-Chlorotoluene ug/kg 35.440 89 72-125 4-Methyl-2-pentanone (MIBK)ug/kg 221200 110 70-130 Allyl chloride ug/kg 35.440 88 70-130 Benzene ug/kg 36.640 91 69-125 Bromobenzene ug/kg 35.440 88 73-125 Bromochloromethane ug/kg 34.040 85 73-125 Bromodichloromethane ug/kg 35.240 88 70-125 Bromoform ug/kg 39.140 98 68-125 Bromomethane ug/kg 41.340 103 36-138 Carbon tetrachloride ug/kg 35.540 89 69-126 Chlorobenzene ug/kg 35.940 90 73-125 Chloroethane ug/kg 40.940 102 30-150 Chloroform ug/kg 36.540 91 71-125 Chloromethane ug/kg 33.440 83 53-125 cis-1,2-Dichloroethene ug/kg 36.340 91 72-125 cis-1,3-Dichloropropene ug/kg 42.440 106 71-125 Dibromochloromethane ug/kg 36.140 90 69-125 Dibromomethane ug/kg 36.140 90 72-125 Dichlorodifluoromethane ug/kg 34.140 85 46-125 Dichlorofluoromethane ug/kg 35.740 89 70-130 Diethyl ether (Ethyl ether)ug/kg 38.340 96 70-130 Ethylbenzene ug/kg 37.840 94 72-125 Hexachloro-1,3-butadiene ug/kg 35.940 90 67-125 Isopropylbenzene (Cumene)ug/kg 37.840 94 75-125 m&p-Xylene ug/kg 73.780 92 71-125 Methyl-tert-butyl ether ug/kg 38.640 96 71-125 Methylene Chloride ug/kg 35.940 90 58-125 n-Butylbenzene ug/kg 41.240 103 67-125 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 22 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 384862LABORATORY CONTROL SAMPLE: LCSSpike n-Hexane ug/kg 83.1100 83 70-130 n-Propylbenzene ug/kg 37.940 95 72-125 Naphthalene ug/kg 45.540 114 64-125 o-Xylene ug/kg 36.340 91 73-125 p-Isopropyltoluene ug/kg 38.240 95 67-125 sec-Butylbenzene ug/kg 38.040 95 74-125 Styrene ug/kg 37.540 94 71-125 tert-Butylbenzene ug/kg 36.440 91 74-125 Tetrachloroethene ug/kg 33.340 83 72-125 Tetrahydrofuran ug/kg 446400 111 70-130 Toluene ug/kg 36.640 91 70-125 trans-1,2-Dichloroethene ug/kg 35.640 89 72-125 trans-1,3-Dichloropropene ug/kg 40.240 101 68-125 Trichloroethene ug/kg 33.340 83 73-125 Trichlorofluoromethane ug/kg 33.240 83 66-125 Vinyl chloride ug/kg 36.140 90 62-125 Xylene (Total)ug/kg 110120 92 72-125 1,2-Dichloroethane-d4 (S)%.103 70-130 4-Bromofluorobenzene (S)%.91 70-130 Toluene-d8 (S)%.99 70-130 Parameter Units MS Result % Rec Limits Qual% RecConc. 384863MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10365529002 384864 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. 1,1,1,2-Tetrachloroethane ug/kg 49 62 33-13367 9 2549.7<0.15 30.2 33.0 1,1,1-Trichloroethane ug/kg 49 74 54-12677 6 2549.7<0.14 36.1 38.4 1,1,2,2-Tetrachloroethane ug/kg 49 56 30-14559 7 2549.7<3.1 27.5 29.4 1,1,2-Trichloroethane ug/kg 49 62 30-13466 7 2549.7<0.18 30.6 32.9 1,1,2-Trichlorotrifluoroethane ug/kg 49 72 57-12577 8 2549.7<0.17 35.2 38.2 1,1-Dichloroethane ug/kg 49 74 51-12579 7 2549.7<0.15 36.4 39.0 1,1-Dichloroethene ug/kg 49 75 60-12580 8 2549.7<0.17 36.6 39.6 1,1-Dichloropropene ug/kg 49 75 54-12581 10 2549.7<0.10 36.7 40.4 1,2,3-Trichlorobenzene ug/kg M1492930-12533 15 2549.7<0.092 14.2 16.4 1,2,3-Trichloropropane ug/kg 49 58 32-12559 3 2549.7<0.16 28.4 29.3 1,2,4-Trichlorobenzene ug/kg 49 30 30-12536 19 2549.7<0.15 14.8 17.9 1,2,4-Trimethylbenzene ug/kg 49 55 30-13163 14 2549.7<0.13 27.0 31.1 1,2-Dibromo-3- chloropropane ug/kg 123 51 30-14251 0 25124<0.48 62.9 62.9 1,2-Dibromoethane (EDB)ug/kg 49 58 46-12561 6 2549.7<0.092 28.7 30.3 1,2-Dichlorobenzene ug/kg 49 44 30-12551 16 2549.7<0.089 21.6 25.3 1,2-Dichloroethane ug/kg 49 68 46-12572 8 2549.7<3.1 33.2 36.0 1,2-Dichloropropane ug/kg 49 75 41-12580 7 2549.7<0.14 37.0 39.7 1,3,5-Trimethylbenzene ug/kg 49 57 30-13265 14 2549.7<0.11 27.9 32.2 1,3-Dichlorobenzene ug/kg 49 43 30-12550 16 2549.7<0.066 21.2 24.9 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 23 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 384863MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10365529002 384864 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. 1,3-Dichloropropane ug/kg 49 66 32-12570 7 2549.7<0.10 32.4 34.9 1,4-Dichlorobenzene ug/kg 49 47 30-12555 16 2549.7<0.18 23.0 27.1 2,2,4-Trimethylpentane ug/kg M1495470-13064 17 2549.7<0.13 26.7 31.7 2,2-Dichloropropane ug/kg 49 76 52-12781 7 2549.7<0.072 37.5 40.4 2-Butanone (MEK)ug/kg 246 74 39-14280 8 25248<2.9 182 198 2-Chlorotoluene ug/kg 49 52 30-12559 14 2549.7<0.20 25.7 29.5 2-Hexanone ug/kg 246 59 30-15059 0 25248<0.63 146 146 4-Chlorotoluene ug/kg 49 50 30-12558 15 2549.7<0.15 24.6 28.6 4-Methyl-2-pentanone (MIBK)ug/kg 246 71 30-15071 1 25248<0.49 174 176 Allyl chloride ug/kg 49 71 70-13076 8 2549.7<0.16 34.7 37.5 Benzene ug/kg 49 69 56-12575 8 2549.7<0.095 34.1 37.1 Bromobenzene ug/kg 49 50 30-12556 13 2549.7<0.15 24.3 27.8 Bromochloromethane ug/kg 49 62 45-12565 6 2549.7<0.26 30.4 32.4 Bromodichloromethane ug/kg 49 63 31-13268 8 2549.7<0.16 31.1 33.5 Bromoform ug/kg 49 54 30-12558 8 2549.7<0.27 26.7 28.8 Bromomethane ug/kg 49 81 30-13984 4 2549.7<0.21 39.9 41.5 Carbon tetrachloride ug/kg 49 69 49-13075 9 2549.7<0.22 33.9 37.2 Chlorobenzene ug/kg 49 58 33-12565 11 2549.7<0.13 28.6 32.0 Chloroethane ug/kg 49 84 30-15090 9 2549.7<0.25 41.1 44.8 Chloroform ug/kg 49 69 46-12573 7 2549.7<0.083 33.7 36.2 Chloromethane ug/kg 49 70 45-12572 4 2549.7<0.16 34.3 35.9 cis-1,2-Dichloroethene ug/kg 49 70 50-12573 5 2549.7<0.15 34.4 36.0 cis-1,3-Dichloropropene ug/kg 49 72 35-12677 7 2549.7<0.14 35.5 38.1 Dibromochloromethane ug/kg 49 57 30-13062 9 2549.7<0.10 28.2 30.7 Dibromomethane ug/kg 49 59 36-12762 5 2549.7<0.12 29.2 30.6 Dichlorodifluoromethane ug/kg 49 74 44-12578 6 2549.7<0.14 36.3 38.6 Dichlorofluoromethane ug/kg 49 73 70-13077 7 2549.7<0.16 35.6 38.3 Diethyl ether (Ethyl ether)ug/kg M1496670-13069 5 2549.7<0.13 32.5 34.1 Ethylbenzene ug/kg 49 66 45-12572 11 2549.7<0.067 32.2 35.9 Hexachloro-1,3-butadiene ug/kg 49 39 30-12546 18 2549.7<0.19 19.1 22.9 Isopropylbenzene (Cumene)ug/kg 49 62 35-12870 13 2549.7<0.090 30.4 34.6 m&p-Xylene ug/kg 98.2 63 40-12569 10 2599.2<3.1 61.8 68.2 Methyl-tert-butyl ether ug/kg 49 64 42-12568 7 2549.7<0.072 31.5 33.8 Methylene Chloride ug/kg 49 69 42-12571 4 2549.7<0.14 33.8 35.1 n-Butylbenzene ug/kg 49 56 30-12765 17 2549.7<0.18 27.3 32.3 n-Hexane ug/kg M11236170-13069 15 25124<0.28 74.3 86.2 n-Propylbenzene ug/kg 49 59 30-13667 13 2549.7<0.16 29.1 33.1 Naphthalene ug/kg 49 33 30-12739 16 2549.7<0.11 16.5 19.4 o-Xylene ug/kg 49 60 44-12567 12 2549.7<0.10 29.3 33.1 p-Isopropyltoluene ug/kg 49 54 30-13663 16 2549.7<0.13 26.7 31.2 sec-Butylbenzene ug/kg 49 55 30-13364 16 2549.7<0.10 27.2 31.8 Styrene ug/kg 49 57 30-12864 13 2549.7<0.11 27.7 31.6 tert-Butylbenzene ug/kg 49 55 30-12963 16 2549.7<0.096 26.9 31.4 Tetrachloroethene ug/kg 49 58 42-12564 11 2549.7<0.074 28.7 32.0 Tetrahydrofuran ug/kg M14905970-13059 2 25497<1.7 287 292 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 24 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 384863MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10365529002 384864 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Toluene ug/kg 49 66 50-12572 10 2549.7<0.11 32.6 36.0 trans-1,2-Dichloroethene ug/kg 49 70 57-12574 6 2549.7<0.17 34.5 36.7 trans-1,3-Dichloropropene ug/kg 49 66 33-12569 7 2549.7<0.15 32.2 34.4 Trichloroethene ug/kg 49 63 51-12567 8 2549.7<0.18 30.9 33.4 Trichlorofluoromethane ug/kg 49 71 54-12574 5 2549.7<0.20 34.9 36.8 Vinyl chloride ug/kg 49 77 57-12579 4 2549.7<0.19 37.7 39.1 Xylene (Total)ug/kg 147 62 44-12568 11 25150<3.1 91.2 101 1,2-Dichloroethane-d4 (S)%.102 70-130103 4-Bromofluorobenzene (S)%.92 70-13092 Toluene-d8 (S)%.99 70-13099 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 25 of 32 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10365529 Bridger Vale Subdivision Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 97219 ASTM D 2974-13 (2013) ASTM D 2974-13 (2013) Dry Weight/Percent Moisture Associated Lab Samples:10365529001, 10365529002, 10365529003, 10365529004, 10365529005, 10365529006 Parameter Units Dup Result Max RPD QualifiersRPDResult 10365529003 384116SAMPLE DUPLICATE: Percent Moisture %17.0 24 3021.6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 26 of 32 #=QL# QUALIFIERS Pace Project No.: Project: 10365529 Bridger Vale Subdivision DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. LABORATORIES Pace Analytical Services - DavisPASI-DAV ANALYTE QUALIFIERS Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 27 of 32 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10365529 Bridger Vale Subdivision Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10365529001 97319 97327BV-1 3.5'EPA 5030 Low EPA 8260B 10365529002 97319 97327BV-2 4.5'EPA 5030 Low EPA 8260B 10365529003 97319 97327BV-3 4.4'EPA 5030 Low EPA 8260B 10365529004 97319 97327BV-4 4.6'EPA 5030 Low EPA 8260B 10365529005 97319 97327BV-5 4.9'EPA 5030 Low EPA 8260B 10365529006 97319 97327BV-6 4.9'EPA 5030 Low EPA 8260B 10365529001 97219BV-1 3.5'ASTM D 2974-13 (2013) 10365529002 97219BV-2 4.5'ASTM D 2974-13 (2013) 10365529003 97219BV-3 4.4'ASTM D 2974-13 (2013) 10365529004 97219BV-4 4.6'ASTM D 2974-13 (2013) 10365529005 97219BV-5 4.9'ASTM D 2974-13 (2013) 10365529006 97219BV-6 4.9'ASTM D 2974-13 (2013) REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 10/24/2016 06:55 PM Pace Analytical Services, LLC 150 N Ninth Street Billings, MT 59101 (406)254-7226 Page 28 of 32 Page 29 of 32 Page 30 of 32 Page 31 of 32 Page 32 of 32 Vapor Management Technology Geo-Seal® is a sub-slab vapor intrusion barrier system designed to eliminate vapor intrusion for brownfields or any type of environmentally-impaired site. 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The geo-textile which is physically bonded to the chemical resistant layer accomplishes two goals; it allows the BOND layer to adhere to the slab, and provides a friction course between the BASE layer and the soil. Spray Applied CORE Layer The CORE layer is composed of a unique, elastic co-polymer modified asphaltic membrane which also provides additional protection against vapor transmission. This layer creates a highly-effective seal around slab penetrations and eliminates the need for mechanical fastening at termination points. Chemical Resistance The dual chemical resistant layers combined with the spray CORE form a barrier resistant to the most concentrated chemical pollutant vapors. Enhanced Curing Geo-Seal is “construction friendly” as the reduced curing time of the Geo-Seal CORE layer and the ability to apply it in cooler temperatures ensures quick installation and minimizes the impact on construction schedules. Puncture Resistance Geo-Seal forms a highly puncture resistant barrier that greatly reduces the chance of damage occurring after installation and prior to the placement of concrete. Removing Contained Vapors Vapor-Vent can be used in conjunction with Geo-Seal to alleviate the buildup of vapors beneath structures as a result of vapor barrier implementation. Vapor-Vent can be utilized as an active or passive ventilation system depending on the requirements of the design engineer. Certified Applicator Network The application of Geo-Seal and Vapor-Vent can be performed by any one of many certified applicators throughout the country. Service and Support Geo-Seal representatives are available to provide job and site specific assistance. A local representative can ensure Geo-Seal and Vapor-Vent is installed as per the specification. World Class Clients Environmental consultants, engineers, and real estate professionals trust Land Science to produce results knowing our expertise and industry knowledge has been proven time and again at the job site. Our world class clients include leaders in the food, banking, government, and housing industries. Get Started Today To recieve a custom vapor intrusion solution, please call 949.481.8118 or email info@landsciencetech.com One of our Technical Solutions Managers will review your project details and provide you with a customized vapor intrusion solution designed to achieve your goals. www.landsciencetech.com1011 Calle Sombra, San Clemente CA 92673 T: 949.481.8118 EXPERTS IN VAPOR INTRUSION MITIGATION Land Science® develops vapor intrusion mitigation solutions thatprotect people and invigorate renewal of contaminated properties. We leverage our industry expertise to assist clients in developing site specific solutions that are technically sound and cost-effective. ©2016 All rights reserved. Land Science and Land Science products are registered trademarks of REGENESIS Bioremediation Products. All other trademarks are the property of their respective owners. Resource Technologies, Inc. 1050 East Main Street Suite 4, Bozeman, Montana 59715 Voice: (406) 585-8005 • Fax: (406) 585-0069 • e-mail: rti @ montana.net January 13, 2015 Mr. Andy Ebbighausen P.O. Box 930 Manhattan, MT 59741 Subject: Environmental Sampling Report; Manley Drive Property; Bozeman, Montana Dear Mr. Ebbighausen: Resource Technologies, Inc. (RTI) has completed environmental sampling at the property located east of Manley Road and north of the Bozeman Ponds Recreation Area in Bozeman, Montana. Environmental sampling was completed to assess potential environmental impacts associated with the former Bozeman City Landfill that was situated southeast of the subject property. Sampling activities were not designed nor intended to identify potential on-site sources of contamination. Work tasks included installing two groundwater monitoring wells and two soil vapor probes at the property and collection of soil, groundwater, and soil vapor samples. One monitoring well and soil vapor probe were placed along the southern boundary of the site and one monitoring well and soil vapor probe were placed along the eastern margin of the site (Figure 1). Sampling locations were selected to establish environmental conditions at the up-hydraulic gradient boundaries of the subject property. Groundwater at these locations is expected to be flowing onto the subject property from the south and/or east. As such, contaminants identified at these locations (particularly in groundwater and soil vapor) would presumably be attributable to an off-site source. Sampling methods and results are discussed below. Monitoring Well Installation On December 16, 2014, RTI installed two monitoring wells (MW-1 and MW-2) at the locations shown in Figure 1 using direct push methods. Stantec of Butte, Montana provided soil-boring services. Soil samples were collected continuously by driving a four-foot core barrel with an acetate liner into undisturbed soil. Samples collected above the water table were field screened for the presence of volatile organic compounds (VOCs) using a photoionization detector (PID) and heated headspace methods. One soil sample from each borehole collected above the soil/groundwater interface was retained and submitted to Energy Laboratories in Billings for extractable petroleum hydrocarbons (EPH) screen and VOCs (Method 8260 Extended List) analyses. The analyte list for soil samples is included as Table 1A. Soil laboratory analytical reports are included as Appendix A. Mr. Andy Ebbighausen Page 2 January 13, 2015 Resource Technologies, Inc. Soil boreholes were advanced to depths of 12 feet and were completed as groundwater monitoring wells with 1-inch diameter polyvinyl chloride (PVC) well casing and eight foot lengths of 0.010 inch slotted well screen positioned from 4 to 12 feet below ground surface. A washed sand filter pack was emplaced around the well screen and the remaining annular space was backfilled with granular bentonite. Since the monitoring wells are expected to be temporary installations, no protective cover was installed over the wellheads. Soil borehole logs are included as Appendix B. Monitoring wells were developed by surging and pumping until the wells yielded visibly non-turbid water. Soil Vapor Probe Installation On December 16, 2014, RTI installed two soil vapor probes (VW-1 and VW-2) at the location shown in Figure 1 using direct push methods. A six-inch stainless steel GeotechTM soil vapor probe was installed at a depth of 3 to 3.5 feet at each location. Teflon tubing was attached to the probe and the tubing extended to several feet above ground surface to facilitate soil vapor sampling. Washed sand was emplaced around the probe and the remaining annular space was backfilled with granular bentonite. Groundwater Sampling Groundwater samples were collected from the two monitoring wells on December 22, 2014 using disposable polyethylene bailers and nylon string. Prior to sample collection, a minimum of three casing volumes of water were purged from the well. During purging, stabilization parameters including temperature, pH, conductivity, dissolved oxygen, and oxidation reduction potential were monitored. When readings of these parameters stabilized, groundwater samples were collected. Samples were transferred to laboratory provided containers and were submitted to Energy Laboratories for EPH screen and VOCs analyses. The analyte list for groundwater samples is included as Table 1A. Groundwater analytical results for detected compounds only are included in Table 1B and laboratory analytical reports are included as Appendix C. Soil Vapor Sampling Soil vapor samples were collected from the two soil vapor probes on December 22, 2014. Six-liter SUMMA canisters with flow controllers calibrated to collect a sample over an interval of one hour were connected to the vapor-probe tubing. Sampling was initiated by opening the SUMMA canister valve at the start of sampling and monitoring the flow controller vacuum. When the vacuum reading on the flow controller decreased to no less than (5) inches mercury, sampling was terminated by closing the SUMMA canister valve. Following sampling, a protective cap was then tightened onto the SUMMA canister intake fitting. The SUMMA canisters were submitted to ALS Laboratories of Salt Lake City, Utah for VOCs analysis by Method TO-15. The analytical laboratory supplied the certified SUMMA canister, flow controller, and vacuum gauge. The SUMMA canisters were returned to the laboratory along with the flow controllers in the same packaging in which they arrived. The analyte list for soil Mr. Andy Ebbighausen Page 3 January 13, 2015 Resource Technologies, Inc. vapor samples is included as Table 2A. Analytical results for detected compounds only are summarized in Table 2B and laboratory analytical reports are included as Appendix D. Results Soil Analytes detected in soil samples were limited to total extractable hydrocarbons (TEH) detected via EPH analysis in sample MW-1 3-4 at a concentration of 59 milligrams per kilogram (mg/kg). TEH represents the aliphatic and aromatic hydrocarbon compounds that comprise diesel fuel and waste oil; however, the laboratory indicated that the analytical profile of TEH detected in sample MW-1 3-4 was typical of naturally occurring hydrocarbons in soil. Groundwater Analytes detected in groundwater samples included the VOCs toluene, chloroethane, and vinyl chloride. VOCs detected in sample MW-1 were limited to toluene at an estimated concentration of 0.14 micrograms per liter (g/l). The result was “J” qualified by the laboratory since the compound was detected at a concentration below the laboratory reporting limit. VOCs detected in sample MW-2 included chloroethane reported at a “J” qualified concentration of 0.11 g/l, toluene reported at a “J” qualified concentration of 0.19 g/l, and vinyl chloride reported at a “J” qualified concentration of 0.52 g/l. TEH was not detected in either groundwater sample. Soil Vapor Analytical results for soil-vapor sample VW-1 indicated a total VOCs concentration of 220 micrograms per cubic meter (g/m3). The majority of the VOCs detected in this sample were unidentified compounds that are not VOCs on the TO-15 analyte list. Identified compounds included freon 11 reported at a “J” qualified concentration of 0.87 g/m3 and tetrachloroethene (PCE) reported at a concentration of 51 g/m3. Analytical results for soil-vapor sample VW-2 indicated a total VOCs concentration of 410 micrograms per cubic meter g/m3. Just under 50% of the VOCs detected in this sample were unidentified compounds that are not VOCs on the TO-15 analyte list. Identified compounds included freon 11 reported at a “J” qualified concentration of 0.87 g/m3, acetone reported at 100 g/m3, 2-butanone reported at g/m3, chloroform reported at g/m3, tetrahydrofuran reported at 10 g/m3, toluene reported at 6.5 g/m3, PCE reported at 1.1 g/m3, ethylbenzene reported at 3.4 g/m3, total xylenes reported at 23.1 g/m3, 4-ethyl toluene reported at 3.6 g/m3, 1,3,5 trimethylbenzene reported at 7.2 g/m3, and 1,2,4 trimethylbenzene reported at 20 g/m3. Discussion Groundwater and soil vapor along the eastern and southern boundaries of the property appear to be impacted with a variety of VOCs that are not naturally occurring. Impacts Mr. Andy Ebbighausen Page 4 January 13, 2015 Resource Technologies, Inc. appear to be more substantial along the eastern site boundary. With the exception of TEH, no target analytes were detected in either soil sample collected at the site. The reported TEH concentration was well below the most conservative soil RBSLs and the laboratory report indicated that detected TEH may have been naturally occurring. VOCs detected in groundwater included toluene and vinyl chloride at concentrations below the laboratory reporting limit. The laboratory reporting limit is the level at which the concentration of a compound can be quantified with statistical confidence. These compounds were positively identified; however, the concentrations were too low to be quantified with statistical confidence, thus the reported values are estimates. The estimated concentrations of toluene are well below human health standards for groundwater. The estimated vinyl chloride concentration (0.52 g/l) exceeds the human health standard for groundwater of 0.2 g/l. Vinyl chloride is the final breakdown product of PCE. Numerous VOCs were detected in soil vapor samples (Table 2B). There are no established regulatory screening levels for VOCs in soil vapor. Conclusions VOCs that are not naturally occurring were detected in groundwater and soil vapor along the southern and eastern margins of the subject property. Sampling points were chosen to assess potential environmental impacts originating off site. Sample points MW-1 and VW-1 were positioned to detect contaminants potentially entering the site from the south and sample points MW-2 and VW-2 were positioned to detect contaminants potentially entering the site from the east. It is unknown if any of the sampling data represents worst case conditions. Only one applicable regulatory screening level was exceeded by detected compounds. The groundwater human health standard for vinyl chloride was exceeded in sample MW-2, although the reported concentration was “J” qualified for being below the laboratory reporting limit. Limitations Sampling conducted at the subject property was intended to assess the potential for impacts by contaminants associated with the former Bozeman City Landfill. The data indicate that groundwater and soil vapor at the presumed upgradient margins of the subject property are impacted by VOCs; however, the data are not definitive as to the contaminant source or to the extent and magnitude of impacts on site. In addition, sampling was not intended to assess environmental conditions across the entire property, only at the specific locations chosen for sampling. Figures Resource Technologies Inc. MW-1 MW-2 VW-2 VW-1 MW-1 VP-1 Existing 1-inch groundwater monitoring well Existing soil vapor probe Figure 1. Site Photo and Sample Locations Manley road Property Bozeman, Montana Proposed 1-inch groundwater monitoring well Tables Table 1A. Soil and Groundwater Sampling Target Compounds; December 22, 2014; Ebbighausen; Bozeman, Montana EPH Screen Target Analytes 1,1,1-Trichloroethane Chlorobenzene Total Extractable Hydrocarbons (TEH) 1,1,1,2-Tetrachloroethane Chlorodibromomethane 1,1,2,2-Tetrachloroethane Chloroethane 1,1,2-Trichloroethane Chloroform 1,1-Dichloroethane Chloromethane 1,1-Dichloroethene cis-1,2-Dichloroethene 1,1-Dichloropropene cis-1,3-Dichloropropene 1,2,3-Trichloropropane Dibromomethane 1,2-Dibromoethane Dichlorodifluoromethane 1,2-Dichlorobenzene Ethyl benzene 1,2-Dichloroethane m,p-Xylene 1,2-Dichloropropane Methyl ethyl ketone (2-Butanone) 1,3-Dichlorobenzene Methyl t-butyl ether 1,3 Dichloropropane Methylene chloride 1,4-Dichlorobenzene o-Xylene 2-Chlorotoluene Styrene 2,2 Dichloropropane Tetrachloroethene Benzene Toluene Bromobenzene trans-1,2-Dichloroethene Bromochloromethane trans-1,3-Dichloropropene Bromodichloromethane Trichloroethene Bromoform Trichlorofluormethane Bromomethane Vinyl chloride Carbon tetrachloride Method 8260 (VOCs) Target Analytes Table 1B. Groundwater Sampling Results; Detected Compounds; December 22, 2014; Ebbighausen, Bozeman, Montana VOCs by 8260 DEQ Human Health Standard for Groundwater Chloroethane ND 0.11 J NA Toluene 0.14 J 0.19 J 1,000 Vinyl chloride ND 0.52 J 0.2 Notes: Q = Qualifier ND = Not detected. NA = Not applicable. µg/l Q Analyte J = Qualifier Indicates that the analyte value is between the MDL and the Reporting Limit (RL). It is also used to indicate an estimated value for tentatively identified compounds in mass µg/l = micrograms per liter MW-1 MW-2 µg/l Q µg/l Z:\Projects\ESAs\Ebbighausen Bozeman Ponds\Data\Table 1B Groundwater Sample Results 12.2014 1 of 1 Tentatively Identified Compounds* 1,1,1-Trichloroethane Chloromethane Ethanol1,1,2,2-Tetrachloroethane cis-1,2-Dichloroethene Decane 1,1,2-Trichloroethane cis-1,3-Dichloropropene 4-methyl-Decane 1,1-Dichloroethane Cyclohexane 1,1-Dichloroethene Dibromochloromethane 1,2,4-Trichlorobenzene Dichlorodifluoromethane1,2,4-Trimethylbenzene Ethyl acetate1,2-Dibromoethane Ethyl benzene 1,2-Dichlorobenzene Freon 11 1,2-Dichloroethane Freon 113 1,2-Dichloropropane Freon 1141,3,5-Trimethylbenzene Heptane1,3-Butadiene Hexane 1,3-Dichlorobenzene Hexachlorobutadiene 1,4-Dichlorobenzene m,p-Xylene 2-Hexanone Methyl ethyl ketone (2-Butanone)4-Ethyl Toluene Methyl t-butyl ether4-Methyl-2-pentanone Methylene chloride Acetone o-Xylene Benzene Styrene Benzyl chloride TetrachloroetheneBromodichloromethaneTetrahydrofuranBromoformToluene Bromomethane Total Volatile Organics Carbon disulfide trans-1,2-Dichloroethene Carbon tetrachloride trans-1,3-DichloropropeneChlorobenzeneTrichloroetheneChloroethaneVinyl acetate Chloroform Vinyl chloride Table 2A. Soil Vapor Sampling Target Compounds; December 22, 2014; Ebbighausen; Bozeman, Montana TO-15 Analytes Z:\Projects\ESAs\Ebbighausen Bozeman Ponds\Data\Table 2B Air Sample Results 12.2014 1 of 1 Table 2B. Soil Vapor Sampling Results; Detected Compounds; December 22, 2014; Ebbighausen, Bozeman, Montana VOCs by TO-15 1,2,4-Trimethylbenzene ND U <0.74 U 4.0 20 1,3,5-Trimethylbenzene ND U <0.74 U 1.5 7.2 4-Ethyl Toluene ND U <0.74 U 0.73 3.6 Acetone ND U <0.71 U 43 E 100 E Chloroform ND U <0.73 U 0.41 J 2.0 J Ethyl benzene ND U <0.65 U 0.79 3.4 Freon 11 0.16 J 0.87 J 0.15 J 0.87 J m,p-Xylene ND U <0.65 U 4.0 18 Methyl ethyl ketone (2-Butanone)ND U <0.44 U 3.5 10 o-Xylene ND U <0.65 U 1.2 5.1 Tetrachloroethene 7.5 51 0.16 J 1.1 J Tetrahydrofuran ND U <0.44 U 3.5 10 Toluene ND U <0.57 U 1.7 6.5 Total Volatile Organics 53 J 220 J 100 410 Tentatively Identified Compounds* Decane 5.8 J Ethanol 21 J 4-methyl-Decane 2.7 J Notes: Q = Qualifier * Compounds not on the TO-15 analyte list Sample ID VW-1 QQ b - EPA commercial air screening level (EPA, 2014) VW-2 a - EPA residential air screening level (EPA, 2014) ppb v/v ND = Not detected. NA = Not applicable. µg/m3 Q U = Qualifier indicates that the analyte was not detected above the Method Detection Limit (MDL). E = Qualifier indicates that the analyte result exceeds calibration range. ppb v/v Analyte J = Qualifier Indicates that the analyte value is between the MDL and the Reporting Limit (RL). It is also used to indicate an estimated value for tentatively identified compounds in mass spectrometry where a 1:1 response is assumed. µg/m3 µg/m3 = micrograms per cubic meter ppb v/v = parts per billion volume Q Z:\Projects\ESAs\Ebbighausen Bozeman Ponds\Data\Table 2B Air Sample Results 12.2014 1 of 1 APPENDIX A Laboratory Analytical Reports - Soil ANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORT The analyses presented in this report were performed by Energy Laboratories, Inc., 1120 S 27th St., Billings, MT 59101, unless otherwise noted. Any exceptions or problems with the analyses are noted in the Laboratory Analytical Report, the QA/QC Summary Report, or the Case Narrative. The results as reported relate only to the item(s) submitted for testing. If you have any questions regarding these test results, please call. Lab ID Client Sample ID Collect Date Receive Date Matrix Test Report Approved By: B14121551-001 MW-1 3-4 12/16/14 10:00 12/17/14 Soil EPH-Ultrasonic Extraction Hydrocarbons, Extractable Petroleum-Scrn Moisture Moisture Prep Percent Moisture Volatile Organics, Methanol Extraction 8260-Volatile Organic Compounds- Extended List B14121551-002 MW-2 5-6 12/16/14 10:15 12/17/14 Soil Same As Above Resource Technologies Inc Project Name: Ebbighausen Work Order: B14121551 1050 E Main St Ste 4 Bozeman, MT 59715 December 30, 2014 Energy Laboratories Inc Billings MT received the following 2 samples for Resource Technologies Inc on 12/17/2014 for analysis. Page 1 of 19 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121551-001 Client Sample ID:MW-1 3-4 Collection Date:12/16/14 10:00 Matrix:Soil Report Date:12/24/14 DateReceived:12/17/14 Revised Date:12/30/14Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers PHYSICAL CHARACTERISTICS 12/19/14 08:24 / amn0.2wt%17Moisture SW3550A VOLATILE ORGANIC COMPOUNDS 12/19/14 14:13 / jrj4.0mg/kg-dryNDAcetone SW8260B 12/19/14 14:13 / jrj4.0mg/kg-dryNDAcetonitrile SW8260B 12/19/14 14:13 / jrj4.0mg/kg-dryNDAcrolein SW8260B 12/19/14 14:13 / jrj4.0mg/kg-dryNDAcrylonitrile SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDBenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDBromobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDBromochloromethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDBromodichloromethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDBromoform SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDBromomethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDn-Butylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDsec-Butylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDtert-Butylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDCarbon disulfide SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDCarbon tetrachloride SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDChlorobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDChlorodibromomethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDChloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND2-Chloroethyl vinyl ether SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDChloroform SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDChloromethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND2-Chlorotoluene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND4-Chlorotoluene SW8260B 12/19/14 14:13 / jrj0.24mg/kg-dryND1,2-Dibromo-3-chloropropane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2-Dibromoethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDDibromomethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2-Dichlorobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,3-Dichlorobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,4-Dichlorobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDDichlorodifluoromethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1-Dichloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2-Dichloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1-Dichloroethene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDcis-1,2-Dichloroethene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDtrans-1,2-Dichloroethene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2-Dichloropropane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,3-Dichloropropane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND2,2-Dichloropropane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1-Dichloropropene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDcis-1,3-Dichloropropene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDtrans-1,3-Dichloropropene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDEthylbenzene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 2 of 19 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121551-001 Client Sample ID:MW-1 3-4 Collection Date:12/16/14 10:00 Matrix:Soil Report Date:12/24/14 DateReceived:12/17/14 Revised Date:12/30/14Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 12/19/14 14:13 / jrj0.20mg/kg-dryNDHexachlorobutadiene SW8260B 12/19/14 14:13 / jrj4.0mg/kg-dryND2-Hexanone SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDIodomethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDIsopropylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDp-Isopropyltoluene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDMethyl tert-butyl ether (MTBE)SW8260B 12/19/14 14:13 / jrj4.0mg/kg-dryNDMethyl ethyl ketone SW8260B 12/19/14 14:13 / jrj4.0mg/kg-dryNDMethyl isobutyl ketone SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDMethylene chloride SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDNaphthalene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDn-Propylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDStyrene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1,1,2-Tetrachloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1,2,2-Tetrachloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDTetrachloroethene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDToluene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2,3-Trichlorobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2,4-Trichlorobenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1,1-Trichloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,1,2-Trichloroethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDTrichloroethene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDTrichlorofluoromethane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2,3-Trichloropropane SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,2,4-Trimethylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryND1,3,5-Trimethylbenzene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDVinyl acetate SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDVinyl chloride SW8260B 12/19/14 14:13 / jrj0.24mg/kg-dryNDm+p-Xylenes SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDo-Xylene SW8260B 12/19/14 14:13 / jrj0.20mg/kg-dryNDXylenes, Total SW8260B 12/19/14 14:13 / jrj60-136%REC90.0 Surr: 1,2-Dichloroethane-d4 SW8260B 12/19/14 14:13 / jrj70-132%REC90.0 Surr: Dibromofluoromethane SW8260B 12/19/14 14:13 / jrj78-160%REC98.0 Surr: p-Bromofluorobenzene SW8260B 12/19/14 14:13 / jrj75-138%REC96.0 Surr: Toluene-d8 SW8260B EXTRACTABLE PETROLEUM HYDROCARBONS-SCREEN 12/29/14 14:18 / amn12mg/kg-dry13Total Extractable Hydrocarbons (SGT)SW8015M200 12/19/14 23:22 / amn12mg/kg-dry59Total Extractable Hydrocarbons SW8015M200 12/29/14 14:18 / amn40-140%REC76.0 Surr: o-Terphenyl (SGT)SW8015M 12/19/14 23:22 / amn40-140%REC79.0 Surr: o-Terphenyl SW8015M - Note: Total Extractable Hydrocarbons are defined as the total hydrocarbon responses regardless of elution time. - Results for both the Silca Gel Treatment (SGT) and the untreated solvent extract are reported. Silica gel treatment removes polar non-petroleum hydrcarbons. The hydrocarbon profile was typical of natural occuring hydrocarbons in soil. Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 3 of 19 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121551-002 Client Sample ID:MW-2 5-6 Collection Date:12/16/14 10:15 Matrix:Soil Report Date:12/24/14 DateReceived:12/17/14 Revised Date:12/30/14Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers PHYSICAL CHARACTERISTICS 12/19/14 08:27 / amn0.2wt%20Moisture SW3550A VOLATILE ORGANIC COMPOUNDS 12/19/14 14:42 / jrj4.0mg/kg-dryNDAcetone SW8260B 12/19/14 14:42 / jrj4.0mg/kg-dryNDAcetonitrile SW8260B 12/19/14 14:42 / jrj4.0mg/kg-dryNDAcrolein SW8260B 12/19/14 14:42 / jrj4.0mg/kg-dryNDAcrylonitrile SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDBenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDBromobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDBromochloromethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDBromodichloromethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDBromoform SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDBromomethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDn-Butylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDsec-Butylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDtert-Butylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDCarbon disulfide SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDCarbon tetrachloride SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDChlorobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDChlorodibromomethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDChloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND2-Chloroethyl vinyl ether SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDChloroform SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDChloromethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND2-Chlorotoluene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND4-Chlorotoluene SW8260B 12/19/14 14:42 / jrj0.25mg/kg-dryND1,2-Dibromo-3-chloropropane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2-Dibromoethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDDibromomethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2-Dichlorobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,3-Dichlorobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,4-Dichlorobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDDichlorodifluoromethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1-Dichloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2-Dichloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1-Dichloroethene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDcis-1,2-Dichloroethene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDtrans-1,2-Dichloroethene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2-Dichloropropane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,3-Dichloropropane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND2,2-Dichloropropane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1-Dichloropropene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDcis-1,3-Dichloropropene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDtrans-1,3-Dichloropropene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDEthylbenzene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 4 of 19 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121551-002 Client Sample ID:MW-2 5-6 Collection Date:12/16/14 10:15 Matrix:Soil Report Date:12/24/14 DateReceived:12/17/14 Revised Date:12/30/14Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 12/19/14 14:42 / jrj0.20mg/kg-dryNDHexachlorobutadiene SW8260B 12/19/14 14:42 / jrj4.0mg/kg-dryND2-Hexanone SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDIodomethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDIsopropylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDp-Isopropyltoluene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDMethyl tert-butyl ether (MTBE)SW8260B 12/19/14 14:42 / jrj4.0mg/kg-dryNDMethyl ethyl ketone SW8260B 12/19/14 14:42 / jrj4.0mg/kg-dryNDMethyl isobutyl ketone SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDMethylene chloride SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDNaphthalene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDn-Propylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDStyrene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1,1,2-Tetrachloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1,2,2-Tetrachloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDTetrachloroethene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDToluene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2,3-Trichlorobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2,4-Trichlorobenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1,1-Trichloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,1,2-Trichloroethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDTrichloroethene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDTrichlorofluoromethane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2,3-Trichloropropane SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,2,4-Trimethylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryND1,3,5-Trimethylbenzene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDVinyl acetate SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDVinyl chloride SW8260B 12/19/14 14:42 / jrj0.25mg/kg-dryNDm+p-Xylenes SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDo-Xylene SW8260B 12/19/14 14:42 / jrj0.20mg/kg-dryNDXylenes, Total SW8260B 12/19/14 14:42 / jrj60-136%REC82.0 Surr: 1,2-Dichloroethane-d4 SW8260B 12/19/14 14:42 / jrj70-132%REC83.0 Surr: Dibromofluoromethane SW8260B 12/19/14 14:42 / jrj78-160%REC89.0 Surr: p-Bromofluorobenzene SW8260B 12/19/14 14:42 / jrj75-138%REC86.0 Surr: Toluene-d8 SW8260B EXTRACTABLE PETROLEUM HYDROCARBONS-SCREEN 12/19/14 22:30 / amn13mg/kg-dryNDTotal Extractable Hydrocarbons SW8015M200 12/19/14 22:30 / amn40-140%REC87.0 Surr: o-Terphenyl SW8015M - Note: Total Extractable Hydrocarbons are defined as the total hydrocarbon responses regardless of elution time. Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 5 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: lcs-85641 12/19/14 11:45Laboratory Control Sample Run: 5971A.I_141219A Acetone 107 49 1454.010.7 mg/kg Acetonitrile 82 60 1304.08.24 mg/kg Acrolein 85 20 1974.08.48 mg/kg Acrylonitrile 86 45 1464.08.56 mg/kg Benzene 99 70 1270.200.992 mg/kg Bromobenzene 101 70 1350.201.01 mg/kg Bromochloromethane 110 60 1300.201.10 mg/kg Bromodichloromethane 100 56 1360.201.00 mg/kg Bromoform 85 59 1320.200.848 mg/kg Bromomethane 36 18 1340.200.362 mg/kg n-Butylbenzene 108 71 1340.201.08 mg/kg sec-Butylbenzene 103 67 1320.201.03 mg/kg tert-Butylbenzene 102 68 1340.201.02 mg/kg Carbon disulfide 90 32 1410.200.896 mg/kg Carbon tetrachloride 109 60 1400.201.09 mg/kg Chlorobenzene 98 75 1320.200.976 mg/kg Chlorodibromomethane 86 62 1330.200.856 mg/kg Chloroethane 27 45 1390.200.270 mg/kg S Chloroform 104 62 1320.201.04 mg/kg Chloromethane 95 41 1380.200.952 mg/kg 2-Chloroethyl vinyl ether 100 41 1490.201.00 mg/kg 1,2-Dibromo-3-chloropropane 89 57 1230.200.888 mg/kg 1,2-Dibromoethane 95 60 1350.200.952 mg/kg 2-Chlorotoluene 98 74 1350.200.976 mg/kg Dibromomethane 110 60 1350.201.10 mg/kg 1,2-Dichlorobenzene 98 70 1300.200.976 mg/kg 4-Chlorotoluene 102 75 1360.201.02 mg/kg 1,3-Dichlorobenzene 98 71 1320.200.976 mg/kg 1,4-Dichlorobenzene 108 71 1310.201.08 mg/kg Dichlorodifluoromethane 85 31 1230.200.848 mg/kg 1,1-Dichloroethane 104 66 1300.201.04 mg/kg 1,2-Dichloroethane 97 51 1400.200.968 mg/kg 1,1-Dichloroethene 106 64 1330.201.06 mg/kg cis-1,2-Dichloroethene 96 63 1310.200.960 mg/kg trans-1,2-Dichloroethene 100 66 1330.201.00 mg/kg 1,2-Dichloropropane 96 60 1300.200.960 mg/kg 1,3-Dichloropropane 95 59 1350.200.952 mg/kg 2,2-Dichloropropane 107 39 1570.201.07 mg/kg 1,1-Dichloropropene 103 65 1320.201.03 mg/kg cis-1,3-Dichloropropene 93 55 1340.200.928 mg/kg trans-1,3-Dichloropropene 95 58 1460.200.952 mg/kg Ethylbenzene 103 74 1360.201.03 mg/kg Hexachlorobutadiene 95 52 1330.200.952 mg/kg Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. S - Spike recovery outside of advisory limits. Page 6 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: lcs-85641 12/19/14 11:45Laboratory Control Sample Run: 5971A.I_141219A 2-Hexanone 100 54 1294.010.0 mg/kg Iodomethane 111 53 1280.201.11 mg/kg Isopropylbenzene 99 70 1330.200.992 mg/kg p-Isopropyltoluene 114 70 1310.201.14 mg/kg Methyl tert-butyl ether (MTBE)86 43 1520.200.864 mg/kg Methyl ethyl ketone 96 43 1484.09.60 mg/kg Methyl isobutyl ketone 91 54 1274.09.12 mg/kg Methylene chloride 90 51 1340.200.904 mg/kg Naphthalene 81 15 1710.200.808 mg/kg n-Propylbenzene 98 72 1340.200.976 mg/kg Styrene 102 70 1350.201.02 mg/kg 1,1,1,2-Tetrachloroethane 99 35 1560.200.992 mg/kg 1,1,2,2-Tetrachloroethane 96 59 1350.200.960 mg/kg Tetrachloroethene 112 64 1390.201.12 mg/kg Toluene 99 73 1370.200.992 mg/kg 1,2,3-Trichlorobenzene 84 24 1530.200.840 mg/kg 1,2,4-Trichlorobenzene 84 34 1500.200.840 mg/kg 1,1,1-Trichloroethane 107 63 1340.201.07 mg/kg 1,1,2-Trichloroethane 90 56 1360.200.904 mg/kg Trichloroethene 98 65 1340.200.976 mg/kg Trichlorofluoromethane 92 48 1400.200.920 mg/kg 1,2,3-Trichloropropane 93 56 1420.200.928 mg/kg 1,2,4-Trimethylbenzene 98 67 1250.200.984 mg/kg 1,3,5-Trimethylbenzene 101 71 1310.201.01 mg/kg Vinyl acetate 88 28 1230.200.880 mg/kg Vinyl chloride 97 32 1360.200.968 mg/kg m+p-Xylenes 99 75 1360.201.98 mg/kg o-Xylene 96 72 1340.200.960 mg/kg Surr: 1,2-Dichloroethane-d4 86 60 1360.20 Surr: Dibromofluoromethane 85 70 1320.20 Surr: p-Bromofluorobenzene 95 78 1600.20 Surr: Toluene-d8 92 75 1380.20 Lab ID: mb-85641 12/19/14 13:14Method Blank Run: 5971A.I_141219A Acetone 4.0ND mg/kg Acetonitrile 4.0ND mg/kg Acrolein 4.0ND mg/kg Acrylonitrile 4.0ND mg/kg Benzene 0.20ND mg/kg Bromobenzene 0.20ND mg/kg Bromochloromethane 0.20ND mg/kg Bromodichloromethane 0.20ND mg/kg Bromoform 0.20ND mg/kg Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 7 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: mb-85641 12/19/14 13:14Method Blank Run: 5971A.I_141219A Bromomethane 0.20ND mg/kg n-Butylbenzene 0.20ND mg/kg sec-Butylbenzene 0.20ND mg/kg tert-Butylbenzene 0.20ND mg/kg Carbon disulfide 0.20ND mg/kg Carbon tetrachloride 0.20ND mg/kg Chlorobenzene 0.20ND mg/kg Chlorodibromomethane 0.20ND mg/kg Chloroethane 0.20ND mg/kg Chloroform 0.20ND mg/kg Chloromethane 0.20ND mg/kg 2-Chloroethyl vinyl ether 0.20ND mg/kg 1,2-Dibromo-3-chloropropane 0.20ND mg/kg 1,2-Dibromoethane 0.20ND mg/kg 2-Chlorotoluene 0.20ND mg/kg Dibromomethane 0.20ND mg/kg 1,2-Dichlorobenzene 0.20ND mg/kg 4-Chlorotoluene 0.20ND mg/kg 1,3-Dichlorobenzene 0.20ND mg/kg 1,4-Dichlorobenzene 0.20ND mg/kg Dichlorodifluoromethane 0.20ND mg/kg 1,1-Dichloroethane 0.20ND mg/kg 1,2-Dichloroethane 0.20ND mg/kg 1,1-Dichloroethene 0.20ND mg/kg cis-1,2-Dichloroethene 0.20ND mg/kg trans-1,2-Dichloroethene 0.20ND mg/kg 1,2-Dichloropropane 0.20ND mg/kg 1,3-Dichloropropane 0.20ND mg/kg 2,2-Dichloropropane 0.20ND mg/kg 1,1-Dichloropropene 0.20ND mg/kg cis-1,3-Dichloropropene 0.20ND mg/kg trans-1,3-Dichloropropene 0.20ND mg/kg Ethylbenzene 0.20ND mg/kg Hexachlorobutadiene 0.20ND mg/kg 2-Hexanone 4.0ND mg/kg Iodomethane 0.20ND mg/kg Isopropylbenzene 0.20ND mg/kg p-Isopropyltoluene 0.20ND mg/kg Methyl tert-butyl ether (MTBE)0.20ND mg/kg Methyl ethyl ketone 4.0ND mg/kg Methyl isobutyl ketone 4.0ND mg/kg Methylene chloride 0.20ND mg/kg Naphthalene 0.20ND mg/kg Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 8 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: mb-85641 12/19/14 13:14Method Blank Run: 5971A.I_141219A n-Propylbenzene 0.20ND mg/kg Styrene 0.20ND mg/kg 1,1,1,2-Tetrachloroethane 0.20ND mg/kg 1,1,2,2-Tetrachloroethane 0.20ND mg/kg Tetrachloroethene 0.20ND mg/kg Toluene 0.20ND mg/kg 1,2,3-Trichlorobenzene 0.20ND mg/kg 1,2,4-Trichlorobenzene 0.20ND mg/kg 1,1,1-Trichloroethane 0.20ND mg/kg 1,1,2-Trichloroethane 0.20ND mg/kg Trichloroethene 0.20ND mg/kg Trichlorofluoromethane 0.20ND mg/kg 1,2,3-Trichloropropane 0.20ND mg/kg 1,2,4-Trimethylbenzene 0.20ND mg/kg 1,3,5-Trimethylbenzene 0.20ND mg/kg Vinyl acetate 0.20ND mg/kg Vinyl chloride 0.20ND mg/kg m+p-Xylenes 0.20ND mg/kg o-Xylene 0.20ND mg/kg Xylenes, Total 0.20ND mg/kg Surr: 1,2-Dichloroethane-d4 92 60 1360.20 Surr: Dibromofluoromethane 94 70 1320.20 Surr: p-Bromofluorobenzene 107 78 1600.20 Surr: Toluene-d8 99 75 1380.20 Lab ID: b14121551-001ams 12/19/14 15:12Sample Matrix Spike Run: 5971A.I_141219A Acetone 107 49 1454.012.9 mg/kg-dry Acetonitrile 86 60 1304.010.3 mg/kg-dry Acrolein 94 19 1974.011.2 mg/kg-dry Acrylonitrile 92 45 1464.011.1 mg/kg-dry Benzene 96 70 1270.201.15 mg/kg-dry Bromobenzene 95 70 1350.201.14 mg/kg-dry Bromochloromethane 110 60 1300.201.32 mg/kg-dry Bromodichloromethane 97 56 1360.201.16 mg/kg-dry Bromoform 83 59 1320.201.000 mg/kg-dry Bromomethane 31 18 1340.200.373 mg/kg-dry n-Butylbenzene 94 71 1340.201.13 mg/kg-dry sec-Butylbenzene 95 67 1320.201.14 mg/kg-dry tert-Butylbenzene 93 68 1340.201.12 mg/kg-dry Carbon disulfide 93 32 1410.201.12 mg/kg-dry Carbon tetrachloride 104 60 1400.201.25 mg/kg-dry Chlorobenzene 95 75 1320.201.14 mg/kg-dry Chlorodibromomethane 86 62 1330.201.03 mg/kg-dry Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 9 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: b14121551-001ams 12/19/14 15:12Sample Matrix Spike Run: 5971A.I_141219A Chloroethane 30 45 1390.200.360 mg/kg-dry S Chloroform 102 62 1320.201.22 mg/kg-dry Chloromethane 95 41 1380.201.14 mg/kg-dry 2-Chloroethyl vinyl ether 112 41 1490.201.35 mg/kg-dry 1,2-Dibromo-3-chloropropane 77 57 1230.240.924 mg/kg-dry 1,2-Dibromoethane 95 60 1350.201.14 mg/kg-dry 2-Chlorotoluene 85 74 1350.201.02 mg/kg-dry Dibromomethane 108 60 1350.201.30 mg/kg-dry 1,2-Dichlorobenzene 90 70 1300.201.09 mg/kg-dry 4-Chlorotoluene 94 75 1360.201.13 mg/kg-dry 1,3-Dichlorobenzene 88 71 1320.201.06 mg/kg-dry 1,4-Dichlorobenzene 98 71 1310.201.17 mg/kg-dry Dichlorodifluoromethane 67 31 1230.200.800 mg/kg-dry 1,1-Dichloroethane 104 66 1300.201.25 mg/kg-dry 1,2-Dichloroethane 94 51 1400.201.12 mg/kg-dry 1,1-Dichloroethene 96 64 1330.201.15 mg/kg-dry cis-1,2-Dichloroethene 95 63 1310.201.14 mg/kg-dry trans-1,2-Dichloroethene 98 66 1330.201.17 mg/kg-dry 1,2-Dichloropropane 94 60 1300.201.13 mg/kg-dry 1,3-Dichloropropane 96 59 1350.201.15 mg/kg-dry 2,2-Dichloropropane 102 39 1570.201.23 mg/kg-dry 1,1-Dichloropropene 99 65 1320.201.19 mg/kg-dry cis-1,3-Dichloropropene 95 55 1340.201.14 mg/kg-dry trans-1,3-Dichloropropene 94 58 1460.201.13 mg/kg-dry Ethylbenzene 99 74 1360.201.19 mg/kg-dry Hexachlorobutadiene 77 52 1330.200.926 mg/kg-dry 2-Hexanone 107 54 1294.012.9 mg/kg-dry Iodomethane 114 53 1280.201.37 mg/kg-dry Isopropylbenzene 90 70 1330.201.09 mg/kg-dry p-Isopropyltoluene 100 69 1310.201.20 mg/kg-dry Methyl tert-butyl ether (MTBE)91 43 1520.201.10 mg/kg-dry Methyl ethyl ketone 106 43 1484.012.7 mg/kg-dry Methyl isobutyl ketone 102 54 1274.012.2 mg/kg-dry Methylene chloride 91 51 1340.201.10 mg/kg-dry Naphthalene 82 15 1710.200.990 mg/kg-dry n-Propylbenzene 86 72 1340.201.03 mg/kg-dry Styrene 96 70 1350.201.15 mg/kg-dry 1,1,1,2-Tetrachloroethane 93 35 1560.201.12 mg/kg-dry 1,1,2,2-Tetrachloroethane 94 59 1350.201.13 mg/kg-dry Tetrachloroethene 105 64 1390.201.26 mg/kg-dry Toluene 96 73 1370.201.15 mg/kg-dry 1,2,3-Trichlorobenzene 76 24 1530.200.911 mg/kg-dry 1,2,4-Trichlorobenzene 76 34 1500.200.910 mg/kg-dry Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. S - Spike recovery outside of advisory limits. Page 10 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: b14121551-001ams 12/19/14 15:12Sample Matrix Spike Run: 5971A.I_141219A 1,1,1-Trichloroethane 106 63 1340.201.27 mg/kg-dry 1,1,2-Trichloroethane 94 56 1360.201.12 mg/kg-dry Trichloroethene 96 65 1340.201.15 mg/kg-dry Trichlorofluoromethane 95 48 1400.201.14 mg/kg-dry 1,2,3-Trichloropropane 90 56 1420.201.09 mg/kg-dry 1,2,4-Trimethylbenzene 89 67 1250.201.07 mg/kg-dry 1,3,5-Trimethylbenzene 94 71 1300.201.12 mg/kg-dry Vinyl acetate 99 28 1230.201.19 mg/kg-dry Vinyl chloride 96 32 1360.201.15 mg/kg-dry m+p-Xylenes 96 75 1360.242.32 mg/kg-dry o-Xylene 93 72 1340.201.12 mg/kg-dry Surr: 1,2-Dichloroethane-d4 84 60 1360.20 Surr: Dibromofluoromethane 87 70 1320.20 Surr: p-Bromofluorobenzene 90 78 1600.20 Surr: Toluene-d8 88 75 1380.20 Lab ID: b14121551-001amsd 12/19/14 15:41Sample Matrix Spike Duplicate Run: 5971A.I_141219A Acetone 113 49 145 204.0 5.113.6 mg/kg-dry Acetonitrile 86 60 130 204.0 0.910.4 mg/kg-dry Acrolein 86 19 197 204.0 8.010.4 mg/kg-dry Acrylonitrile 90 45 146 204.0 1.810.9 mg/kg-dry Benzene 95 70 127 200.20 0.81.14 mg/kg-dry Bromobenzene 92 70 135 200.20 3.41.11 mg/kg-dry Bromochloromethane 109 60 130 200.20 0.71.31 mg/kg-dry Bromodichloromethane 99 56 136 200.20 2.41.19 mg/kg-dry Bromoform 85 59 132 200.20 1.91.02 mg/kg-dry Bromomethane 36 18 134 200.20 150.432 mg/kg-dry n-Butylbenzene 94 71 134 200.20 0.91.12 mg/kg-dry sec-Butylbenzene 92 67 132 200.20 3.41.11 mg/kg-dry tert-Butylbenzene 93 68 134 200.20 0.01.12 mg/kg-dry Carbon disulfide 91 32 141 200.20 1.71.10 mg/kg-dry Carbon tetrachloride 106 60 140 200.20 1.51.27 mg/kg-dry Chlorobenzene 94 75 132 200.20 1.71.12 mg/kg-dry Chlorodibromomethane 83 62 133 200.20 2.81.000 mg/kg-dry Chloroethane 29 45 139 200.20 2.20.352 mg/kg-dry S Chloroform 102 62 132 200.20 0.81.23 mg/kg-dry Chloromethane 86 41 138 200.20 111.03 mg/kg-dry 2-Chloroethyl vinyl ether 110 41 149 200.20 2.21.32 mg/kg-dry 1,2-Dibromo-3-chloropropane 87 57 123 200.24 131.05 mg/kg-dry 1,2-Dibromoethane 98 60 135 200.20 2.51.17 mg/kg-dry 2-Chlorotoluene 86 74 135 200.20 0.91.03 mg/kg-dry Dibromomethane 106 60 135 200.20 1.51.28 mg/kg-dry 1,2-Dichlorobenzene 94 70 130 200.20 3.51.12 mg/kg-dry Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. S - Spike recovery outside of advisory limits. Page 11 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: b14121551-001amsd 12/19/14 15:41Sample Matrix Spike Duplicate Run: 5971A.I_141219A 4-Chlorotoluene 96 75 136 200.20 1.71.15 mg/kg-dry 1,3-Dichlorobenzene 89 71 132 200.20 0.91.07 mg/kg-dry 1,4-Dichlorobenzene 100 71 131 200.20 2.41.20 mg/kg-dry Dichlorodifluoromethane 63 31 123 200.20 5.70.756 mg/kg-dry 1,1-Dichloroethane 106 66 130 200.20 2.31.28 mg/kg-dry 1,2-Dichloroethane 95 51 140 200.20 1.71.14 mg/kg-dry 1,1-Dichloroethene 101 64 133 200.20 4.91.21 mg/kg-dry cis-1,2-Dichloroethene 100 63 131 200.20 4.91.20 mg/kg-dry trans-1,2-Dichloroethene 98 66 133 200.20 0.01.17 mg/kg-dry 1,2-Dichloropropane 96 60 130 200.20 1.71.15 mg/kg-dry 1,3-Dichloropropane 98 59 135 200.20 2.51.18 mg/kg-dry 2,2-Dichloropropane 106 39 157 200.20 3.11.27 mg/kg-dry 1,1-Dichloropropene 100 65 132 200.20 0.81.20 mg/kg-dry cis-1,3-Dichloropropene 94 55 134 200.20 0.81.13 mg/kg-dry trans-1,3-Dichloropropene 92 58 146 200.20 2.61.11 mg/kg-dry Ethylbenzene 101 74 136 200.20 1.61.21 mg/kg-dry Hexachlorobutadiene 83 52 133 200.20 7.71.000 mg/kg-dry 2-Hexanone 110 54 129 204.0 2.913.3 mg/kg-dry Iodomethane 113 53 128 200.20 0.71.36 mg/kg-dry Isopropylbenzene 90 70 133 200.20 0.91.08 mg/kg-dry p-Isopropyltoluene 100 69 131 200.20 0.01.20 mg/kg-dry Methyl tert-butyl ether (MTBE)90 43 152 200.20 1.81.08 mg/kg-dry Methyl ethyl ketone 110 43 148 204.0 4.413.3 mg/kg-dry Methyl isobutyl ketone 101 54 127 204.0 0.812.1 mg/kg-dry Methylene chloride 93 51 134 200.20 1.71.12 mg/kg-dry Naphthalene 98 15 171 200.20 171.17 mg/kg-dry n-Propylbenzene 85 72 134 200.20 0.91.02 mg/kg-dry Styrene 96 70 135 200.20 0.01.15 mg/kg-dry 1,1,1,2-Tetrachloroethane 95 35 156 200.20 2.61.14 mg/kg-dry 1,1,2,2-Tetrachloroethane 96 59 135 200.20 1.71.15 mg/kg-dry Tetrachloroethene 104 64 139 200.20 0.81.25 mg/kg-dry Toluene 96 73 137 200.20 0.01.15 mg/kg-dry 1,2,3-Trichlorobenzene 95 24 153 200.20 231.14 mg/kg-dry R 1,2,4-Trichlorobenzene 87 34 150 200.20 141.05 mg/kg-dry 1,1,1-Trichloroethane 105 63 134 200.20 0.81.26 mg/kg-dry 1,1,2-Trichloroethane 94 56 136 200.20 0.91.13 mg/kg-dry Trichloroethene 90 65 134 200.20 6.91.08 mg/kg-dry Trichlorofluoromethane 86 48 140 200.20 111.03 mg/kg-dry 1,2,3-Trichloropropane 90 56 142 200.20 0.91.08 mg/kg-dry 1,2,4-Trimethylbenzene 88 67 125 200.20 0.91.06 mg/kg-dry 1,3,5-Trimethylbenzene 95 71 130 200.20 1.71.14 mg/kg-dry Vinyl acetate 97 28 123 200.20 2.41.16 mg/kg-dry Vinyl chloride 89 32 136 200.20 7.81.07 mg/kg-dry Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. R - RPD exceeds advisory limit. Page 12 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: 85641 Lab ID: b14121551-001amsd 12/19/14 15:41Sample Matrix Spike Duplicate Run: 5971A.I_141219A m+p-Xylenes 98 75 136 200.24 1.22.35 mg/kg-dry o-Xylene 94 72 134 200.20 1.71.13 mg/kg-dry Surr: 1,2-Dichloroethane-d4 84 60 1360.20 Surr: Dibromofluoromethane 84 70 1320.20 Surr: p-Bromofluorobenzene 86 78 1600.20 Surr: Toluene-d8 84 75 1380.20 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 13 of 19 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121551 QA/QC Summary Report 12/24/14Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8015M Batch: 85666 Lab ID: LCS-85666 12/19/14 15:48Laboratory Control Sample Run: GCFID-HP2-B_141218C Total Extractable Hydrocarbons 84 60 14010174 mg/kg Surr: o-Terphenyl 84 40 1400.17 Lab ID: MB-85666 12/19/14 16:32Method Blank Run: GCFID-HP2-B_141218C Total Extractable Hydrocarbons 10ND mg/kg Surr: o-Terphenyl 89 40 1400.17 Lab ID: B14121514-002AMS 12/19/14 18:05Sample Matrix Spike Run: GCFID-HP2-B_141218C Total Extractable Hydrocarbons 86 60 14013269 mg/kg-dry Surr: o-Terphenyl 80 40 1400.22 Lab ID: B14121514-002AMSD 12/19/14 18:49Sample Matrix Spike Duplicate Run: GCFID-HP2-B_141218C Total Extractable Hydrocarbons 86 60 140 20130.4270 mg/kg-dry Surr: o-Terphenyl 78 40 1400.22 Method: SW8015M Analytical Run: R235698 Lab ID: CCV_1218HP234r-S 12/19/14 14:21Continuing Calibration Verification Standard n-Nonane 95 75 1256.33 mg/kg n-Decane 98 75 1256.54 mg/kg n-Dodecane 101 75 1256.70 mg/kg n-Tetradecane 104 75 1256.92 mg/kg n-Hexadecane 106 75 1257.06 mg/kg n-Octadecane 106 75 1257.05 mg/kg n-Nonadecane 108 75 1257.21 mg/kg n-Eicosane 108 75 1257.17 mg/kg n-Docosane 108 75 1257.22 mg/kg n-Tetracosane 111 75 1257.40 mg/kg n-Hexacosane 111 75 1257.42 mg/kg n-Octacosane 112 75 1257.46 mg/kg n-Triacontane 111 75 1257.42 mg/kg n-Hexatriacontane 102 75 1256.79 mg/kg Surr: o-Terphenyl 101 75 1250.17 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 14 of 19 MW-1 3-4 Batch ID: 85666 EXTRACTABLE PETROLEUM HYDROCARBONS (EPH) SCREENING ANALYSIS CHROMATOGRAM Sample Name: B14121551-001A ;1218HP2 , $HC-EPH-SCRN-S, V46 Raw File: G:\org\HP2\DAT\HP2121814_b\1218HP2.0046.RAW Date & Time Acquired: 12/19/2014 11:22:53 PM Method File: g:\org\HP2\Methods\S3_SCN-WE-L%.met Calibration File: G:\Org\HP2\Cals\SC110829WE.CAL Sample Weight: 30 Dilution: 2 S.A.: 1 Mean RF for C9 to C18 Hydrocarbons: 27187.9 Mean RF for C19 to C36 Hydrocarbons: 27480.28 Mean RF for Total Extractable Hydrocarbons: 27334.08 Rt range for Diesel Range Organics: 5.924 to 16.075 Rt range for C9 to C18 Hydrocarbons: 4.894 to 11.675 Rt range for C19 to C36 Hydrocarbons: 11.71 to 18.044 SURROGATE COMPOUND RT ACTUAL MEASURED %REC *o-Terphenyl_____________11.743 6.667 5.322 79.83 - *1-Chloro-octadecane_____12.581 6.667 5.593 83.9 - DRO Area:3281863 DRO Amount: 8.004323 TEH Area:2.027716E+07 TEH Amount: 49.45514 C9-C18 Area:178217.9 C9-C18 Amount: 0.4370029 C19-C36 Area:1.117761E+07C19-C36 Amount: 27.11669 3.54 4.23 4.43 4.55 4.66 4.71 4.77 4.98 5.01 5.15 5.31 5.49 5.52 5.59 6.12 6.23 6.99 7.08 7.27 7.67 7.73 8.14 8.18 8.27 8.34 8.41 8.47 8.64 8.70 8.82 8.98 9.06 9.19 9.34 9.43 9.57 9.77 9.87 9.94 10.04 10.15 10.19 10.40 10.49 10.58 10.65 10.71 10.84 11.01 11.20 11.25 11.33 11.43 11.52 11.62 11.74 11.91 11.99 12.11 12.17 12.28 12.41 12.48 12.58 12.84 12.90 13.06 13.19 13.29 13.39 13.48 13.61 13.75 13.89 14.02 14.21 14.27 14.41 14.54 14.65 14.78 14.93 15.02 15.14 15.27 15.36 15.50 15.71 16.03 16.08 16.17 16.37 16.56 16.64 16.72 16.80 16.94 17.02 17.17 17.34 17.47 17.56 17.64 17.79 17.89 17.98 18.12 18.38 18.54 18.86 19.16 19.74 19.86 19.92 20.62 21.01 21.10 21.28 21.37 21.42 21.62 22.09 22.14 22.19 22.24 22.61 22.66 22.70 23.14 23.18 23.28 23.43 23.55 23.59 23.62 23.66 23.71 24.03 24.06 24.57 24.64 24.73 24.80 24.84 24.92 24.96 25.07 25.10 25.13 25.20 25.25 25.34 25.40 25.52 25.59 25.65 26.08 26.24 26.37 26.49 26.70 26.75 26.82 26.93 27.42 27.47 28.11 28.17 28.36 28.41 28.48 28.52 28.59 28.66 28.81 28.86 29.00 29.13 29.16 29.28 29.61 n-Nonane n-Decane n-Dodecane n-Tetradecane n-Hexadecane n-Octadecane n-Nonadecane *o-Terphenyl n-Eicosane *1-Chloro-octadecane n-Docosane n-Tetracosane n-Hexacosane n-Octacosane n-Triacontane n-Hexatriacontane G:\org\HP2\DAT\HP2121814_b\1218HP2.0046.RAW B14121551-001A ;1218HP2 , $HC-EPH-SCRN-S, V46 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 0 500 1000 1500 2000 2500 3000 Page 15 of 19 MW-2 5-6 Batch ID: 85666 EXTRACTABLE PETROLEUM HYDROCARBONS (EPH) SCREENING ANALYSIS CHROMATOGRAM Sample Name: B14121551-002A ;1218HP2 , $HC-EPH-SCRN-S, V45 Raw File: G:\org\HP2\DAT\HP2121814_b\1218HP2.0045.RAW Date & Time Acquired: 12/19/2014 10:30:33 PM Method File: g:\org\HP2\Methods\SR_SCN-WE-L%.met Calibration File: G:\Org\HP2\Cals\SC110829WE.CAL Sample Weight: 30 Dilution: 2 S.A.: 1 Mean RF for C9 to C18 Hydrocarbons: 27187.9 Mean RF for C19 to C36 Hydrocarbons: 27480.28 Mean RF for Total Extractable Hydrocarbons: 27334.08 Rt range for Diesel Range Organics: 5.924 to 16.075 Rt range for C9 to C18 Hydrocarbons: 4.894 to 11.675 Rt range for C19 to C36 Hydrocarbons: 11.71 to 18.044 SURROGATE COMPOUND RT ACTUAL MEASURED %REC *o-Terphenyl_____________11.747 6.667 5.778 86.67 - *1-Chloro-octadecane_____12.586 6.667 6.16 92.4 - DRO Area:241938.5 DRO Amount: 0.5900777 TEH Area:367310.5 TEH Amount: 0.8958547 C9-C18 Area:145740.2 C9-C18 Amount: 0.3573654 C19-C36 Area:181022 C19-C36 Amount: 0.4391562 3.50 3.59 4.24 4.55 4.65 4.71 4.79 4.94 5.02 5.15 5.33 5.44 5.53 5.93 6.01 6.12 6.23 6.32 6.37 6.48 6.67 6.83 6.98 7.23 7.27 7.61 7.68 7.72 7.76 7.89 8.09 8.14 8.19 8.23 8.30 8.37 8.48 8.64 8.72 8.85 8.94 8.97 9.07 9.34 9.45 9.54 9.82 9.92 10.17 10.43 10.50 10.69 11.04 11.20 11.34 11.38 11.57 11.63 11.75 11.96 12.12 12.18 12.29 12.33 12.59 13.06 13.20 13.30 13.35 13.40 13.48 13.76 13.89 14.28 14.50 14.66 15.02 15.35 15.44 15.50 15.70 15.75 15.95 16.08 16.18 16.35 16.42 16.57 16.81 16.95 17.03 17.18 17.57 17.80 18.01 18.14 18.68 20.00 24.09 26.46 n-Nonane n-Decane n-Dodecane n-Tetradecane n-Hexadecane n-Octadecane n-Nonadecane *o-Terphenyl n-Eicosane *1-Chloro-octadecane n-Docosane n-Tetracosane n-Hexacosane n-Octacosane n-Triacontane n-Hexatriacontane G:\org\HP2\DAT\HP2121814_b\1218HP2.0045.RAW B14121551-002A ;1218HP2 , $HC-EPH-SCRN-S, V45 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 0 500 1000 1500 2000 2500 3000 Page 16 of 19 MW-1 3-4 (Silica Gel Treatment)Batch ID: 85666 EXTRACTABLE PETROLEUM HYDROCARBONS (EPH) SCREENING ANALYSIS CHROMATOGRAM Sample Name: B14121551-001A ;1229HP2 , $HC-EPH-SCRN-S, SGT-V06 Raw File: G:\org\HP2\DAT\HP2122914_b\1229HP2.0006.RAW Date & Time Acquired: 12/29/2014 2:18:11 PM Method File: g:\org\HP2\Methods\SR_SCN-122906-WF-L%.met Calibration File: G:\Org\HP2\Cals\SC110829WF.CAL Sample Weight: 30 Dilution: 2 S.A.: 1 Mean RF for C9 to C18 Hydrocarbons: 27187.9 Mean RF for C19 to C36 Hydrocarbons: 27480.28 Mean RF for Total Extractable Hydrocarbons: 27334.08 Rt range for Diesel Range Organics: 6.09 to 16.2 Rt range for C9 to C18 Hydrocarbons: 5.1 to 11.82 Rt range for C19 to C36 Hydrocarbons: 11.855 to 18.23 SURROGATE COMPOUND RT ACTUAL MEASURED %REC *o-Terphenyl_____________11.866 6.667 5.069 76.04 - *1-Chloro-octadecane_____12.696 6.667 5.486 82.29 - DRO Area:1528382 DRO Amount: 3.727659 TEH Area:4501137 TEH Amount: 10.97808 C9-C18 Area:629612.8 C9-C18 Amount: 1.543855 C19-C36 Area:2922362 C19-C36 Amount: 7.089598 4.05 4.16 4.27 4.37 4.42 4.50 4.56 4.65 4.77 4.91 4.97 5.10 5.16 5.19 5.36 5.48 5.60 5.67 5.92 5.96 6.15 6.30 6.38 6.44 6.48 6.84 6.95 7.11 7.14 7.26 7.32 7.42 7.57 7.82 7.87 7.97 8.17 8.32 8.40 8.47 8.61 8.70 8.78 8.84 8.94 9.11 9.32 9.46 9.56 9.69 9.91 10.02 10.09 10.26 10.53 10.62 10.72 10.82 11.02 11.13 11.32 11.43 11.53 11.63 11.67 11.74 11.87 12.23 12.28 12.41 12.57 12.70 13.03 13.18 13.31 13.43 13.51 13.59 13.73 14.00 14.13 14.24 14.38 14.52 14.61 14.76 14.90 15.12 15.26 15.37 15.47 15.61 15.80 15.95 16.06 16.13 16.28 16.45 16.60 16.76 16.91 17.05 17.15 17.22 17.31 17.44 17.55 17.71 17.83 17.93 18.10 18.22 18.34 18.56 18.76 18.93 19.08 19.12 19.33 19.47 19.53 19.60 19.73 19.86 19.91 19.95 19.99 20.04 20.24 20.47 21.06 21.55 21.61 21.75 22.09 22.62 22.69 22.73 23.26 24.00 24.08 24.30 24.67 25.72 26.10 26.31 26.36 26.97 27.19 27.32 27.39 27.51 27.67 28.30 28.87 28.99 29.08 n-Nonane n-Decane n-Dodecane n-Tetradecane n-Hexadecane n-Octadecane n-Nonadecane *o-Terphenyl n-Eicosane *1-Chloro-octadecane n-Docosane n-Tetracosane n-Hexacosane n-Octacosane n-Triacontane n-Hexatriacontane G:\org\HP2\DAT\HP2122914_b\1229HP2.0006.RAW B14121551-001A ;1229HP2 , $HC-EPH-SCRN-S, SGT-V06 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 0 500 1000 1500 2000 2500 3000 Page 17 of 19 Shipping container/cooler in good condition? Custody seals intact on all shipping container(s)/cooler(s)? Custody seals intact on all sample bottles? Chain of custody present? Chain of custody signed when relinquished and received? Chain of custody agrees with sample labels? Samples in proper container/bottle? Sample containers intact? Sufficient sample volume for indicated test? All samples received within holding time? (Exclude analyses that are considered field parameters such as pH, DO, Res Cl, Sulfite, Ferrous Iron, etc.) Container/Temp Blank temperature: Water - VOA vials have zero headspace? Water - pH acceptable upon receipt? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No Not Present Not Present Not Present No VOA vials submitted Not Applicable 2.4°C On Ice 12/17/2014Leslie S. Cadreau Return-UPS Ground lg Date Received: Received by: Login completed by: Carrier name: BL2000\jmueller 12/17/2014 Reviewed by: Reviewed Date: Contact and Corrective Action Comments: None Temp Blank received in all shipping container(s)/cooler(s)? Yes No Not Applicable Lab measurement of analytes considered field parameters that require analysis within 15 minutes of sampling such as pH, Dissolved Oxygen and Residual Chlorine, are qualified as being analyzed outside of recommended holding time. Solid/soil samples are reported on a wet weight basis (as received) unless specifically indicated. If moisture corrected, data units are typically noted as –dry. For agricultural and mining soil parameters/characteristics, all samples are dried and ground prior to sample analysis. Standard Reporting Procedures: Workorder Receipt Checklist Resource Technologies Inc B14121551 Page 18 of 19 Page 19 of 19 APPENDIX B Soil Borehole Logs APPENDIX C Laboratory Analytical Reports - Groundwater ANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORT The analyses presented in this report were performed by Energy Laboratories, Inc., 1120 S 27th St., Billings, MT 59101, unless otherwise noted. Any exceptions or problems with the analyses are noted in the Laboratory Analytical Report, the QA/QC Summary Report, or the Case Narrative. The results as reported relate only to the item(s) submitted for testing. If you have any questions regarding these test results, please call. Lab ID Client Sample ID Collect Date Receive Date Matrix Test Report Approved By: B14121909-001 MW-1 12/22/14 13:16 12/23/14 Aqueous EPH-Liquid-Liquid Extraction Hydrocarbons, Extractable Petroleum Screen 8260-Volatile Organic Compounds- Short List B14121909-002 MW-2 12/22/14 12:30 12/23/14 Aqueous Same As Above Resource Technologies Inc Project Name: Ebbighausen Work Order: B14121909 1050 E Main St Ste 4 Bozeman, MT 59715 January 05, 2015 Energy Laboratories Inc Billings MT received the following 2 samples for Resource Technologies Inc on 12/23/2014 for analysis. Page 1 of 16 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121909-001 Client Sample ID:MW-1 Collection Date:12/22/14 13:16 Matrix:Aqueous Report Date:01/05/15 DateReceived:12/23/14 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 12/24/14 10:29 / nl1.0ug/LNDBenzene SW8260B 12/24/14 10:29 / nl1.0ug/LNDBromobenzene SW8260B 12/24/14 10:29 / nl1.0ug/LNDBromochloromethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDBromodichloromethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDBromoform SW8260B 12/24/14 10:29 / nl1.0ug/LNDBromomethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDCarbon tetrachloride SW8260B 12/24/14 10:29 / nl1.0ug/LNDChlorobenzene SW8260B 12/24/14 10:29 / nl1.0ug/LNDChlorodibromomethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDChloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDChloroform SW8260B 12/24/14 10:29 / nl1.0ug/LNDChloromethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,2-Dibromoethane SW8260B 12/24/14 10:29 / nl1.0ug/LND2-Chlorotoluene SW8260B 12/24/14 10:29 / nl1.0ug/LND4-Chlorotoluene SW8260B 12/24/14 10:29 / nl1.0ug/LNDDibromomethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,2-Dichlorobenzene SW8260B 12/24/14 10:29 / nl1.0ug/LND1,3-Dichlorobenzene SW8260B 12/24/14 10:29 / nl1.0ug/LND1,4-Dichlorobenzene SW8260B 12/24/14 10:29 / nl1.0ug/LNDDichlorodifluoromethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1-Dichloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,2-Dichloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1-Dichloroethene SW8260B 12/24/14 10:29 / nl1.0ug/LNDcis-1,2-Dichloroethene SW8260B 12/24/14 10:29 / nl1.0ug/LNDtrans-1,2-Dichloroethene SW8260B 12/24/14 10:29 / nl1.0ug/LND1,2-Dichloropropane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,3-Dichloropropane SW8260B 12/24/14 10:29 / nl1.0ug/LND2,2-Dichloropropane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1-Dichloropropene SW8260B 12/24/14 10:29 / nl1.0ug/LNDcis-1,3-Dichloropropene SW8260B 12/24/14 10:29 / nl1.0ug/LNDtrans-1,3-Dichloropropene SW8260B 12/24/14 10:29 / nl1.0ug/LNDEthylbenzene SW8260B 12/24/14 10:29 / nl20ug/LNDMethyl ethyl ketone SW8260B 12/24/14 10:29 / nl1.0ug/LNDMethyl tert-butyl ether (MTBE)SW8260B 12/24/14 10:29 / nl1.0ug/LNDMethylene chloride SW8260B 12/24/14 10:29 / nl1.0ug/LNDStyrene SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1,1,2-Tetrachloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1,2,2-Tetrachloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDTetrachloroethene SW8260B J 12/24/14 10:29 / nl1.0ug/L0.14Toluene SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1,1-Trichloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,1,2-Trichloroethane SW8260B 12/24/14 10:29 / nl1.0ug/LNDTrichloroethene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. J - Estimated value. The analyte was present but less than the reporting limit. Page 2 of 16 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121909-001 Client Sample ID:MW-1 Collection Date:12/22/14 13:16 Matrix:Aqueous Report Date:01/05/15 DateReceived:12/23/14 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 12/24/14 10:29 / nl1.0ug/LNDTrichlorofluoromethane SW8260B 12/24/14 10:29 / nl1.0ug/LND1,2,3-Trichloropropane SW8260B 12/24/14 10:29 / nl1.0ug/LNDVinyl chloride SW8260B 12/24/14 10:29 / nl1.0ug/LNDm+p-Xylenes SW8260B 12/24/14 10:29 / nl1.0ug/LNDo-Xylene SW8260B 12/24/14 10:29 / nl1.0ug/LNDXylenes, Total SW8260B 12/24/14 10:29 / nl77-126%REC106 Surr: Dibromofluoromethane SW8260B 12/24/14 10:29 / nl70-130%REC101 Surr: 1,2-Dichloroethane-d4 SW8260B 12/24/14 10:29 / nl79-122%REC114 Surr: Toluene-d8 SW8260B 12/24/14 10:29 / nl76-127%REC116 Surr: p-Bromofluorobenzene SW8260B EXTRACTABLE PETROLEUM HYDROCARBONS-SCREEN 01/03/15 18:49 / tmc309ug/LNDTotal Extractable Hydrocarbons SW8015M1000 01/03/15 18:49 / tmc40-140%REC50.0 Surr: o-Terphenyl SW8015M - Note: Total Extractable Hydrocarbons are defined as the total hydrocarbon responses regardless of elution time. Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 3 of 16 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121909-002 Client Sample ID:MW-2 Collection Date:12/22/14 12:30 Matrix:Aqueous Report Date:01/05/15 DateReceived:12/23/14 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 12/24/14 10:57 / nl1.0ug/LNDBenzene SW8260B 12/24/14 10:57 / nl1.0ug/LNDBromobenzene SW8260B 12/24/14 10:57 / nl1.0ug/LNDBromochloromethane SW8260B 12/24/14 10:57 / nl1.0ug/LNDBromodichloromethane SW8260B 12/24/14 10:57 / nl1.0ug/LNDBromoform SW8260B 12/24/14 10:57 / nl1.0ug/LNDBromomethane SW8260B 12/24/14 10:57 / nl1.0ug/LNDCarbon tetrachloride SW8260B 12/24/14 10:57 / nl1.0ug/LNDChlorobenzene SW8260B 12/24/14 10:57 / nl1.0ug/LNDChlorodibromomethane SW8260B J 12/24/14 10:57 / nl1.0ug/L0.11Chloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LNDChloroform SW8260B 12/24/14 10:57 / nl1.0ug/LNDChloromethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,2-Dibromoethane SW8260B 12/24/14 10:57 / nl1.0ug/LND2-Chlorotoluene SW8260B 12/24/14 10:57 / nl1.0ug/LND4-Chlorotoluene SW8260B 12/24/14 10:57 / nl1.0ug/LNDDibromomethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,2-Dichlorobenzene SW8260B 12/24/14 10:57 / nl1.0ug/LND1,3-Dichlorobenzene SW8260B 12/24/14 10:57 / nl1.0ug/LND1,4-Dichlorobenzene SW8260B 12/24/14 10:57 / nl1.0ug/LNDDichlorodifluoromethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1-Dichloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,2-Dichloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1-Dichloroethene SW8260B 12/24/14 10:57 / nl1.0ug/LNDcis-1,2-Dichloroethene SW8260B 12/24/14 10:57 / nl1.0ug/LNDtrans-1,2-Dichloroethene SW8260B 12/24/14 10:57 / nl1.0ug/LND1,2-Dichloropropane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,3-Dichloropropane SW8260B 12/24/14 10:57 / nl1.0ug/LND2,2-Dichloropropane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1-Dichloropropene SW8260B 12/24/14 10:57 / nl1.0ug/LNDcis-1,3-Dichloropropene SW8260B 12/24/14 10:57 / nl1.0ug/LNDtrans-1,3-Dichloropropene SW8260B 12/24/14 10:57 / nl1.0ug/LNDEthylbenzene SW8260B 12/24/14 10:57 / nl20ug/LNDMethyl ethyl ketone SW8260B 12/24/14 10:57 / nl1.0ug/LNDMethyl tert-butyl ether (MTBE)SW8260B 12/24/14 10:57 / nl1.0ug/LNDMethylene chloride SW8260B 12/24/14 10:57 / nl1.0ug/LNDStyrene SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1,1,2-Tetrachloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1,2,2-Tetrachloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LNDTetrachloroethene SW8260B J 12/24/14 10:57 / nl1.0ug/L0.19Toluene SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1,1-Trichloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,1,2-Trichloroethane SW8260B 12/24/14 10:57 / nl1.0ug/LNDTrichloroethene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. J - Estimated value. The analyte was present but less than the reporting limit. Page 4 of 16 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbighausen Lab ID:B14121909-002 Client Sample ID:MW-2 Collection Date:12/22/14 12:30 Matrix:Aqueous Report Date:01/05/15 DateReceived:12/23/14 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 12/24/14 10:57 / nl1.0ug/LNDTrichlorofluoromethane SW8260B 12/24/14 10:57 / nl1.0ug/LND1,2,3-Trichloropropane SW8260B J 12/24/14 10:57 / nl1.0ug/L0.52Vinyl chloride SW8260B 12/24/14 10:57 / nl1.0ug/LNDm+p-Xylenes SW8260B 12/24/14 10:57 / nl1.0ug/LNDo-Xylene SW8260B 12/24/14 10:57 / nl1.0ug/LNDXylenes, Total SW8260B 12/24/14 10:57 / nl77-126%REC106 Surr: Dibromofluoromethane SW8260B 12/24/14 10:57 / nl70-130%REC103 Surr: 1,2-Dichloroethane-d4 SW8260B 12/24/14 10:57 / nl79-122%REC113 Surr: Toluene-d8 SW8260B 12/24/14 10:57 / nl76-127%REC117 Surr: p-Bromofluorobenzene SW8260B EXTRACTABLE PETROLEUM HYDROCARBONS-SCREEN 01/03/15 21:43 / tmc316ug/LNDTotal Extractable Hydrocarbons SW8015M1000 01/03/15 21:43 / tmc40-140%REC52.0 Surr: o-Terphenyl SW8015M - Note: Total Extractable Hydrocarbons are defined as the total hydrocarbon responses regardless of elution time. Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. J - Estimated value. The analyte was present but less than the reporting limit. Page 5 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: R235880 Lab ID: LCS_122414 12/24/14 09:03Laboratory Control Sample Run: SV5972.I_141224A Benzene 99 71 1331.04.96 ug/L Bromobenzene 109 78 1331.05.44 ug/L Bromochloromethane 111 68 1311.05.56 ug/L Bromodichloromethane 104 67 1381.05.20 ug/L Bromoform 113 64 1361.05.64 ug/L Bromomethane 104 60 1381.05.20 ug/L Carbon tetrachloride 85 61 1441.04.24 ug/L Chlorobenzene 100 78 1361.05.00 ug/L Chlorodibromomethane 104 72 1361.05.20 ug/L Chloroethane 94 64 1361.04.68 ug/L Chloroform 107 69 1331.05.36 ug/L Chloromethane 89 63 1491.04.44 ug/L 1,2-Dibromoethane 105 75 1311.05.24 ug/L 2-Chlorotoluene 100 74 1351.05.00 ug/L Dibromomethane 111 72 1331.05.56 ug/L 1,2-Dichlorobenzene 105 78 1291.05.24 ug/L 4-Chlorotoluene 105 79 1351.05.24 ug/L 1,3-Dichlorobenzene 105 79 1321.05.24 ug/L 1,4-Dichlorobenzene 106 78 1311.05.28 ug/L Dichlorodifluoromethane 82 55 1411.04.08 ug/L 1,1-Dichloroethane 113 72 1301.05.64 ug/L 1,2-Dichloroethane 98 57 1461.04.92 ug/L 1,1-Dichloroethene 102 66 1421.05.12 ug/L cis-1,2-Dichloroethene 107 74 1331.05.36 ug/L trans-1,2-Dichloroethene 97 76 1381.04.84 ug/L 1,2-Dichloropropane 102 72 1351.05.12 ug/L 1,3-Dichloropropane 98 75 1341.04.92 ug/L 2,2-Dichloropropane 120 42 1671.06.00 ug/L 1,1-Dichloropropene 103 72 1401.05.16 ug/L cis-1,3-Dichloropropene 105 75 1321.05.24 ug/L trans-1,3-Dichloropropene 114 77 1451.05.72 ug/L Ethylbenzene 108 78 1311.05.40 ug/L Methyl tert-butyl ether (MTBE)82 58 1511.04.12 ug/L Methyl ethyl ketone 106 55 1452052.8 ug/L Methylene chloride 90 73 1261.04.48 ug/L Styrene 110 76 1341.05.52 ug/L 1,1,1,2-Tetrachloroethane 104 75 1351.05.20 ug/L 1,1,2,2-Tetrachloroethane 101 72 1321.05.04 ug/L Tetrachloroethene 115 78 1371.05.76 ug/L Toluene 108 78 1341.05.40 ug/L 1,1,1-Trichloroethane 110 64 1411.05.52 ug/L 1,1,2-Trichloroethane 99 72 1331.04.96 ug/L Trichloroethene 105 75 1381.05.24 ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 6 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: R235880 Lab ID: LCS_122414 12/24/14 09:03Laboratory Control Sample Run: SV5972.I_141224A Trichlorofluoromethane 81 58 1391.04.04 ug/L 1,2,3-Trichloropropane 98 67 1331.04.92 ug/L Vinyl chloride 82 66 1401.04.08 ug/L m+p-Xylenes 108 78 1331.010.8 ug/L o-Xylene 105 79 1361.05.24 ug/L Xylenes, Total 107 78 1361.016.0 ug/L Surr: 1,2-Dichloroethane-d4 101 70 1301.0 Surr: Dibromofluoromethane 105 77 1261.0 Surr: p-Bromofluorobenzene 108 76 1271.0 Surr: Toluene-d8 114 79 1221.0 Lab ID: BLK_122414 12/24/14 10:00Method Blank Run: SV5972.I_141224A Benzene 0.50ND ug/L Bromobenzene 0.50ND ug/L Bromochloromethane 0.50ND ug/L Bromodichloromethane 0.50ND ug/L Bromoform 0.50ND ug/L Bromomethane 0.50ND ug/L Carbon tetrachloride 0.50ND ug/L Chlorobenzene 0.50ND ug/L Chlorodibromomethane 0.50ND ug/L Chloroethane 0.50ND ug/L Chloroform 0.50ND ug/L Chloromethane 0.50ND ug/L 1,2-Dibromoethane 0.50ND ug/L 2-Chlorotoluene 0.50ND ug/L Dibromomethane 0.50ND ug/L 1,2-Dichlorobenzene 0.50ND ug/L 4-Chlorotoluene 0.50ND ug/L 1,3-Dichlorobenzene 0.50ND ug/L 1,4-Dichlorobenzene 0.50ND ug/L Dichlorodifluoromethane 0.50ND ug/L 1,1-Dichloroethane 0.50ND ug/L 1,2-Dichloroethane 0.50ND ug/L 1,1-Dichloroethene 0.50ND ug/L cis-1,2-Dichloroethene 0.50ND ug/L trans-1,2-Dichloroethene 0.50ND ug/L 1,2-Dichloropropane 0.50ND ug/L 1,3-Dichloropropane 0.50ND ug/L 2,2-Dichloropropane 0.50ND ug/L 1,1-Dichloropropene 0.50ND ug/L cis-1,3-Dichloropropene 0.50ND ug/L trans-1,3-Dichloropropene 0.50ND ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 7 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: R235880 Lab ID: BLK_122414 12/24/14 10:00Method Blank Run: SV5972.I_141224A Ethylbenzene 0.50ND ug/L Methyl tert-butyl ether (MTBE)0.50ND ug/L Methyl ethyl ketone 10ND ug/L Methylene chloride 0.50ND ug/L Styrene 0.50ND ug/L 1,1,1,2-Tetrachloroethane 0.50ND ug/L 1,1,2,2-Tetrachloroethane 0.50ND ug/L Tetrachloroethene 0.50ND ug/L Toluene 0.50ND ug/L 1,1,1-Trichloroethane 0.50ND ug/L 1,1,2-Trichloroethane 0.50ND ug/L Trichloroethene 0.50ND ug/L Trichlorofluoromethane 0.50ND ug/L 1,2,3-Trichloropropane 0.50ND ug/L Vinyl chloride 0.50ND ug/L m+p-Xylenes 0.50ND ug/L o-Xylene 0.50ND ug/L Xylenes, Total 0.50ND ug/L Surr: 1,2-Dichloroethane-d4 100 70 1301.0 Surr: Dibromofluoromethane 104 77 1261.0 Surr: p-Bromofluorobenzene 118 76 1271.0 Surr: Toluene-d8 114 79 1221.0 Lab ID: B14121909-001B_MS 12/24/14 14:43Sample Matrix Spike Run: SV5972.I_141224A Benzene 101 71 1331.05.04 ug/L Bromobenzene 107 78 1331.05.36 ug/L Bromochloromethane 115 68 1311.05.76 ug/L Bromodichloromethane 110 67 1381.05.48 ug/L Bromoform 131 64 1361.06.56 ug/L Bromomethane 104 60 1381.05.20 ug/L Carbon tetrachloride 94 61 1441.04.68 ug/L Chlorobenzene 100 78 1361.05.00 ug/L Chlorodibromomethane 117 72 1361.05.84 ug/L Chloroethane 88 64 1361.04.40 ug/L Chloroform 107 69 1331.05.36 ug/L Chloromethane 94 63 1491.04.72 ug/L 1,2-Dibromoethane 108 75 1311.05.40 ug/L 2-Chlorotoluene 100 74 1351.05.00 ug/L Dibromomethane 114 72 1331.05.72 ug/L 1,2-Dichlorobenzene 102 78 1291.05.08 ug/L 4-Chlorotoluene 102 79 1351.05.12 ug/L 1,3-Dichlorobenzene 100 79 1321.05.00 ug/L 1,4-Dichlorobenzene 100 78 1311.05.00 ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 8 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: R235880 Lab ID: B14121909-001B_MS 12/24/14 14:43Sample Matrix Spike Run: SV5972.I_141224A Dichlorodifluoromethane 81 55 1411.04.04 ug/L 1,1-Dichloroethane 114 72 1301.05.68 ug/L 1,2-Dichloroethane 101 57 1461.05.04 ug/L 1,1-Dichloroethene 103 66 1421.05.16 ug/L cis-1,2-Dichloroethene 106 74 1331.05.32 ug/L trans-1,2-Dichloroethene 94 76 1381.04.72 ug/L 1,2-Dichloropropane 102 72 1351.05.08 ug/L 1,3-Dichloropropane 101 75 1341.05.04 ug/L 2,2-Dichloropropane 113 42 1671.05.64 ug/L 1,1-Dichloropropene 103 72 1401.05.16 ug/L cis-1,3-Dichloropropene 106 75 1321.05.28 ug/L trans-1,3-Dichloropropene 118 77 1451.05.92 ug/L Ethylbenzene 108 78 1311.05.40 ug/L Methyl tert-butyl ether (MTBE)82 58 1511.04.12 ug/L Methyl ethyl ketone 98 55 1452048.8 ug/L Methylene chloride 91 73 1261.04.56 ug/L Styrene 109 76 1341.05.44 ug/L 1,1,1,2-Tetrachloroethane 107 75 1351.05.36 ug/L 1,1,2,2-Tetrachloroethane 106 72 1321.05.32 ug/L Tetrachloroethene 116 78 1371.05.80 ug/L Toluene 108 78 1341.05.56 ug/L 1,1,1-Trichloroethane 114 64 1411.05.68 ug/L 1,1,2-Trichloroethane 102 72 1331.05.12 ug/L Trichloroethene 104 75 1381.05.20 ug/L Trichlorofluoromethane 84 58 1391.04.20 ug/L 1,2,3-Trichloropropane 105 67 1331.05.24 ug/L Vinyl chloride 86 66 1401.04.32 ug/L m+p-Xylenes 106 78 1331.010.6 ug/L o-Xylene 105 79 1361.05.24 ug/L Xylenes, Total 106 78 1361.015.9 ug/L Surr: 1,2-Dichloroethane-d4 105 70 1301.0 Surr: Dibromofluoromethane 109 77 1261.0 Surr: p-Bromofluorobenzene 112 76 1271.0 Surr: Toluene-d8 115 79 1221.0 Lab ID: B14121909-001B_MSD 12/24/14 15:11Sample Matrix Spike Duplicate Run: SV5972.I_141224A Benzene 102 71 133 201.0 1.65.12 ug/L Bromobenzene 110 78 133 201.0 2.95.52 ug/L Bromochloromethane 115 68 131 201.0 0.05.76 ug/L Bromodichloromethane 110 67 138 201.0 0.75.52 ug/L Bromoform 134 64 136 201.0 1.86.68 ug/L Bromomethane 103 60 138 201.0 0.85.16 ug/L Carbon tetrachloride 93 61 144 201.0 0.94.64 ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 9 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: R235880 Lab ID: B14121909-001B_MSD 12/24/14 15:11Sample Matrix Spike Duplicate Run: SV5972.I_141224A Chlorobenzene 102 78 136 201.0 2.45.12 ug/L Chlorodibromomethane 117 72 136 201.0 0.05.84 ug/L Chloroethane 90 64 136 201.0 2.74.52 ug/L Chloroform 110 69 133 201.0 2.95.52 ug/L Chloromethane 91 63 149 201.0 3.44.56 ug/L 1,2-Dibromoethane 109 75 131 201.0 0.75.44 ug/L 2-Chlorotoluene 101 74 135 201.0 0.85.04 ug/L Dibromomethane 116 72 133 201.0 1.45.80 ug/L 1,2-Dichlorobenzene 106 78 129 201.0 4.65.32 ug/L 4-Chlorotoluene 107 79 135 201.0 4.65.36 ug/L 1,3-Dichlorobenzene 106 79 132 201.0 5.45.28 ug/L 1,4-Dichlorobenzene 106 78 131 201.0 5.45.28 ug/L Dichlorodifluoromethane 79 55 141 201.0 2.83.93 ug/L 1,1-Dichloroethane 114 72 130 201.0 0.75.72 ug/L 1,2-Dichloroethane 102 57 146 201.0 1.65.12 ug/L 1,1-Dichloroethene 104 66 142 201.0 0.85.20 ug/L cis-1,2-Dichloroethene 108 74 133 201.0 1.55.40 ug/L trans-1,2-Dichloroethene 97 76 138 201.0 2.54.84 ug/L 1,2-Dichloropropane 104 72 135 201.0 2.35.20 ug/L 1,3-Dichloropropane 102 75 134 201.0 1.65.12 ug/L 2,2-Dichloropropane 112 42 167 201.0 0.75.60 ug/L 1,1-Dichloropropene 104 72 140 201.0 0.85.20 ug/L cis-1,3-Dichloropropene 104 75 132 201.0 1.55.20 ug/L trans-1,3-Dichloropropene 114 77 145 201.0 4.15.68 ug/L Ethylbenzene 110 78 131 201.0 2.25.52 ug/L Methyl tert-butyl ether (MTBE)84 58 151 201.0 1.94.20 ug/L Methyl ethyl ketone 104 55 145 20206.352.0 ug/L Methylene chloride 92 73 126 201.0 0.94.60 ug/L Styrene 110 76 134 201.0 1.55.52 ug/L 1,1,1,2-Tetrachloroethane 109 75 135 201.0 1.55.44 ug/L 1,1,2,2-Tetrachloroethane 110 72 132 201.0 3.05.48 ug/L Tetrachloroethene 119 78 137 201.0 2.75.96 ug/L Toluene 111 78 134 201.0 2.15.68 ug/L 1,1,1-Trichloroethane 114 64 141 201.0 0.75.72 ug/L 1,1,2-Trichloroethane 102 72 133 201.0 0.05.12 ug/L Trichloroethene 106 75 138 201.0 1.55.28 ug/L Trichlorofluoromethane 82 58 139 201.0 2.94.08 ug/L 1,2,3-Trichloropropane 106 67 133 201.0 1.55.32 ug/L Vinyl chloride 84 66 140 201.0 2.84.20 ug/L m+p-Xylenes 108 78 133 201.0 1.510.8 ug/L o-Xylene 106 79 136 201.0 0.85.28 ug/L Xylenes, Total 107 78 1361.016.1 ug/L Surr: 1,2-Dichloroethane-d4 106 70 1301.0 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 10 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8260B Batch: R235880 Lab ID: B14121909-001B_MSD 12/24/14 15:11Sample Matrix Spike Duplicate Run: SV5972.I_141224A Surr: Dibromofluoromethane 110 77 1261.0 Surr: p-Bromofluorobenzene 112 76 1271.0 Surr: Toluene-d8 115 79 1221.0 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 11 of 16 Project:Ebbighausen Client:Resource Technologies Inc Work Order:B14121909 QA/QC Summary Report 01/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method: SW8015M Batch: 85897 Lab ID: LCS-85897 01/03/15 17:22Laboratory Control Sample Run: GCFID-HP3-B_150102B Total Extractable Hydrocarbons 106 60 1403006560 ug/L Surr: o-Terphenyl 96 40 140 Lab ID: MB-85897 01/03/15 18:06Method Blank Run: GCFID-HP3-B_150102B Total Extractable Hydrocarbons 300ND ug/L Surr: o-Terphenyl 94 40 140 Lab ID: B14121909-001AMS 01/03/15 19:33Sample Matrix Spike Run: GCFID-HP3-B_150102B Total Extractable Hydrocarbons 107 60 14060013300 ug/L Surr: o-Terphenyl 74 40 140 Lab ID: B14121909-001AMSD 01/03/15 20:16Sample Matrix Spike Duplicate Run: GCFID-HP3-B_150102B Total Extractable Hydrocarbons 110 60 140 206002.513600 ug/L Surr: o-Terphenyl 74 40 140 Method: SW8015M Analytical Run: R236224 Lab ID: CCV_0102HP333r-W 01/03/15 15:55Continuing Calibration Verification Standard n-Nonane 104 75 125208 ug/L n-Decane 104 75 125208 ug/L n-Dodecane 107 75 125214 ug/L n-Tetradecane 105 75 125210 ug/L n-Hexadecane 107 75 125214 ug/L n-Octadecane 107 75 125215 ug/L n-Nonadecane 108 75 125215 ug/L n-Eicosane 108 75 125215 ug/L n-Docosane 108 75 125215 ug/L n-Tetracosane 108 75 125216 ug/L n-Hexacosane 108 75 125216 ug/L n-Octacosane 108 75 125216 ug/L n-Triacontane 109 75 125217 ug/L n-Hexatriacontane 108 75 125216 ug/L Surr: o-Terphenyl 109 75 125 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 12 of 16 MW-1 Batch ID: 85897 EXTRACTABLE PETROLEUM HYDROCARBONS (EPH) SCREENING ANALYSIS CHROMATOGRAM Sample Name: B14121909-001A ;0102HP3 , $HC-EPH-SCRN-W, RR-V37 Raw File: G:\org\HP3\DAT\HP3010215_b\0102HP3.0037.RAW Date & Time Acquired: 1/3/2015 6:49:40 PM Method File: g:\org\HP3\Methods\SR_SCN-LI-L%.met Calibration File: G:\Org\HP3\Cals\SC140226LI.CAL Sample Weight: 0.97 Dilution: 2 S.A.: 1 Mean RF for C9 to C18 Hydrocarbons: 30979.57 Mean RF for C19 to C36 Hydrocarbons: 30994.75 Mean RF for Total Extractable Hydrocarbons: 30987.16 Rt range for Diesel Range Organics: 6.313 to 16.684 Rt range for C9 to C18 Hydrocarbons: 5.273 to 12.239 Rt range for C19 to C36 Hydrocarbons: 12.274 to 19.076 SURROGATE COMPOUND RT ACTUAL MEASURED %REC *o-Terphenyl_____________12.282 206.186 104.002 50.44 - *1-Chloro-octadecane_____13.12 206.186 75.556 36.64 - DRO Area:942938.4 DRO Amount: 62.74221 TEH Area:1152155 TEH Amount: 76.66328 C9-C18 Area:750547.9 C9-C18 Amount: 49.95296 C19-C36 Area:346567.7 C19-C36 Amount: 23.05463 4.36 4.64 5.06 5.15 5.29 5.37 5.47 5.56 5.68 5.78 5.89 5.99 6.10 6.30 6.39 6.52 6.60 7.20 7.45 7.64 7.70 7.92 8.00 8.09 8.15 8.21 8.28 8.34 8.41 8.46 8.85 8.93 9.18 9.31 9.42 9.53 9.66 9.83 9.90 9.95 10.03 10.13 10.24 10.32 10.41 10.59 10.65 10.93 11.00 11.08 11.19 11.31 11.34 11.45 11.52 11.67 11.71 11.76 11.89 12.02 12.10 12.15 12.21 12.28 12.38 12.51 12.70 12.77 12.89 12.99 13.12 13.35 13.44 13.61 13.77 13.88 13.96 14.03 14.21 14.34 14.39 14.44 14.55 14.63 14.83 14.94 15.00 15.06 15.22 15.37 15.50 15.59 15.81 15.85 15.92 16.07 16.28 16.36 16.46 16.60 16.77 16.94 17.03 17.18 17.24 17.42 17.59 17.65 17.74 17.91 17.96 18.10 18.33 18.42 18.53 18.68 18.90 19.03 19.53 19.89 20.25 20.76 21.68 22.05 22.26 23.25 27.00 n-Nonane n-Decane n-Dodecane n-Tetradecane n-Hexadecane n-Octadecane n-Nonadecane *o-Terphenyl n-Eicosane *1-Chloro-octadecane n-Docosane n-Tetracosane n-Hexacosane n-Octacosane n-Triacontane n-Hexatriacontane G:\org\HP3\DAT\HP3010215_b\0102HP3.0037.RAW B14121909-001A ;0102HP3 , $HC-EPH-SCRN-W, RR-V37 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 0 500 1000 1500 2000 2500 3000 Page 13 of 16 MW-2 Batch ID: 85897 EXTRACTABLE PETROLEUM HYDROCARBONS (EPH) SCREENING ANALYSIS CHROMATOGRAM Sample Name: B14121909-002A ;0102HP3 , $HC-EPH-SCRN-W, V41 Raw File: G:\org\HP3\DAT\HP3010215_b\0102HP3.0041.RAW Date & Time Acquired: 1/3/2015 9:43:42 PM Method File: g:\org\HP3\Methods\SR_SCN-LI-L%.met Calibration File: G:\Org\HP3\Cals\SC140226LI.CAL Sample Weight: 0.95 Dilution: 2 S.A.: 1 Mean RF for C9 to C18 Hydrocarbons: 30979.57 Mean RF for C19 to C36 Hydrocarbons: 30994.75 Mean RF for Total Extractable Hydrocarbons: 30987.16 Rt range for Diesel Range Organics: 6.313 to 16.684 Rt range for C9 to C18 Hydrocarbons: 5.273 to 12.239 Rt range for C19 to C36 Hydrocarbons: 12.274 to 19.076 SURROGATE COMPOUND RT ACTUAL MEASURED %REC *o-Terphenyl_____________12.281 210.526 110.504 52.49 - *1-Chloro-octadecane_____13.119 210.526 87.071 41.36 - DRO Area:930191.3 DRO Amount: 63.19706 TEH Area:1189115 TEH Amount: 80.78831 C9-C18 Area:676762.7 C9-C18 Amount: 45.99042 C19-C36 Area:401008 C19-C36 Amount: 27.23776 4.50 4.57 4.64 5.00 5.14 5.28 5.34 5.37 5.48 5.56 5.69 5.79 5.90 6.00 6.10 6.40 6.54 6.60 7.48 7.66 7.71 8.06 8.21 8.46 8.86 9.18 9.27 9.31 9.42 9.53 9.67 9.82 9.91 9.95 10.05 10.13 10.42 10.65 10.93 11.05 11.10 11.21 11.28 11.31 11.34 11.43 11.52 11.71 11.76 11.87 11.94 12.03 12.10 12.15 12.22 12.28 12.42 12.51 12.70 12.77 12.81 12.89 12.99 13.05 13.12 13.35 13.44 13.61 13.78 13.88 13.95 14.03 14.23 14.33 14.40 14.44 14.55 14.62 14.73 14.84 14.94 15.00 15.06 15.22 15.35 15.50 15.58 15.79 15.91 16.07 16.29 16.46 16.60 16.94 17.10 17.17 17.24 17.42 17.59 17.65 17.78 17.96 18.10 18.42 18.68 18.92 19.03 19.52 19.90 20.23 21.58 22.05 23.24 23.93 27.00 28.34 n-Nonane n-Decane n-Dodecane n-Tetradecane n-Hexadecane n-Octadecane n-Nonadecane *o-Terphenyl n-Eicosane *1-Chloro-octadecane n-Docosane n-Tetracosane n-Hexacosane n-Octacosane n-Triacontane n-Hexatriacontane G:\org\HP3\DAT\HP3010215_b\0102HP3.0041.RAW B14121909-002A ;0102HP3 , $HC-EPH-SCRN-W, V41 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 0 500 1000 1500 2000 2500 3000 Page 14 of 16 Shipping container/cooler in good condition? Custody seals intact on all shipping container(s)/cooler(s)? Custody seals intact on all sample bottles? Chain of custody present? Chain of custody signed when relinquished and received? Chain of custody agrees with sample labels? Samples in proper container/bottle? Sample containers intact? Sufficient sample volume for indicated test? All samples received within holding time? (Exclude analyses that are considered field parameters such as pH, DO, Res Cl, Sulfite, Ferrous Iron, etc.) Container/Temp Blank temperature: Water - VOA vials have zero headspace? Water - pH acceptable upon receipt? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No Not Present Not Present Not Present No VOA vials submitted Not Applicable 2.7°C On Ice 12/23/2014Randa Nees Hand Del lg Date Received: Received by: Login completed by: Carrier name: BL2000\lcadreau 12/23/2014 Reviewed by: Reviewed Date: Contact and Corrective Action Comments: None Temp Blank received in all shipping container(s)/cooler(s)? Yes No Not Applicable Lab measurement of analytes considered field parameters that require analysis within 15 minutes of sampling such as pH, Dissolved Oxygen and Residual Chlorine, are qualified as being analyzed outside of recommended holding time. Solid/soil samples are reported on a wet weight basis (as received) unless specifically indicated. If moisture corrected, data units are typically noted as –dry. For agricultural and mining soil parameters/characteristics, all samples are dried and ground prior to sample analysis. Standard Reporting Procedures: Workorder Receipt Checklist Resource Technologies Inc B14121909 Page 15 of 16 Page 16 of 16 ANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORTANALYTICAL SUMMARY REPORT The analyses presented in this report were performed by Energy Laboratories, Inc., 1120 S 27th St., Billings, MT 59101, unless otherwise noted. Any exceptions or problems with the analyses are noted in the Laboratory Analytical Report, the QA/QC Summary Report, or the Case Narrative. The results as reported relate only to the item(s) submitted for testing. If you have any questions regarding these test results, please call. Lab ID Client Sample ID Collect Date Receive Date Matrix Test Report Approved By: B15011740-001 MW-1 01/27/15 15:25 01/28/15 Aqueous 8260-Volatile Organic Compounds- Short List B15011740-002 MW-2 01/27/15 15:10 01/28/15 Aqueous Same As Above B15011740-003 Trip Blank Lot#112514 4526 01/27/15 15:10 01/28/15 Trip Blank Same As Above Resource Technologies Inc Project Name:Ebbinghausen Work Order:B15011740 1050 E Main St Ste 4 Bozeman, MT 59715 February 05, 2015 Energy Laboratories Inc Billings MT received the following 3 samples for Resource Technologies Inc on 1/28/2015 for analysis. Page 1 of 15 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbinghausen Lab ID:B15011740-001 Client Sample ID:MW-1 Collection Date:01/27/15 15:25 Matrix:Aqueous Report Date:02/05/15 DateReceived:01/28/15 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 02/02/15 22:39 / nl1.0ug/LNDBenzene SW8260B 02/02/15 22:39 / nl1.0ug/LNDBromobenzene SW8260B 02/02/15 22:39 / nl1.0ug/LNDBromochloromethane SW8260B 02/02/15 22:39 / nl1.0ug/LNDBromodichloromethane SW8260B 02/02/15 22:39 / nl1.0ug/LNDBromoform SW8260B 02/02/15 22:39 / nl1.0ug/LNDBromomethane SW8260B 02/02/15 22:39 / nl1.0ug/LNDCarbon tetrachloride SW8260B 02/02/15 22:39 / nl1.0ug/LNDChlorobenzene SW8260B 02/02/15 22:39 / nl1.0ug/LNDChlorodibromomethane SW8260B 02/02/15 22:39 / nl1.0ug/LNDChloroethane SW8260B 02/02/15 22:39 / nl1.0ug/LNDChloroform SW8260B 02/02/15 22:39 / nl1.0ug/LNDChloromethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,2-Dibromoethane SW8260B 02/02/15 22:39 / nl1.0ug/LND2-Chlorotoluene SW8260B 02/02/15 22:39 / nl1.0ug/LND4-Chlorotoluene SW8260B 02/02/15 22:39 / nl1.0ug/LNDDibromomethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,2-Dichlorobenzene SW8260B 02/02/15 22:39 / nl1.0ug/LND1,3-Dichlorobenzene SW8260B 02/02/15 22:39 / nl1.0ug/LND1,4-Dichlorobenzene SW8260B 02/02/15 22:39 / nl1.0ug/LNDDichlorodifluoromethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1-Dichloroethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,2-Dichloroethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1-Dichloroethene SW8260B 02/02/15 22:39 / nl1.0ug/LNDcis-1,2-Dichloroethene SW8260B 02/02/15 22:39 / nl1.0ug/LNDtrans-1,2-Dichloroethene SW8260B 02/02/15 22:39 / nl1.0ug/LND1,2-Dichloropropane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,3-Dichloropropane SW8260B 02/02/15 22:39 / nl1.0ug/LND2,2-Dichloropropane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1-Dichloropropene SW8260B 02/02/15 22:39 / nl1.0ug/LNDcis-1,3-Dichloropropene SW8260B 02/02/15 22:39 / nl1.0ug/LNDtrans-1,3-Dichloropropene SW8260B 02/02/15 22:39 / nl1.0ug/LNDEthylbenzene SW8260B 02/02/15 22:39 / nl20ug/LNDMethyl ethyl ketone SW8260B 02/02/15 22:39 / nl1.0ug/LNDMethyl tert-butyl ether (MTBE)SW8260B 02/02/15 22:39 / nl1.0ug/LNDMethylene chloride SW8260B 02/02/15 22:39 / nl1.0ug/LNDStyrene SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1,1,2-Tetrachloroethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1,2,2-Tetrachloroethane SW8260B 02/02/15 22:39 / nl1.0ug/LNDTetrachloroethene SW8260B 02/02/15 22:39 / nl1.0ug/LNDToluene SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1,1-Trichloroethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,1,2-Trichloroethane SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 2 of 15 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbinghausen Lab ID:B15011740-001 Client Sample ID:MW-1 Collection Date:01/27/15 15:25 Matrix:Aqueous Report Date:02/05/15 DateReceived:01/28/15 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 02/02/15 22:39 / nl1.0ug/LNDTrichloroethene SW8260B 02/02/15 22:39 / nl1.0ug/LNDTrichlorofluoromethane SW8260B 02/02/15 22:39 / nl1.0ug/LND1,2,3-Trichloropropane SW8260B 02/02/15 22:39 / nl0.50ug/LNDVinyl chloride SW8260B 02/02/15 22:39 / nl1.0ug/LNDm+p-Xylenes SW8260B 02/02/15 22:39 / nl1.0ug/LNDo-Xylene SW8260B 02/02/15 22:39 / nl1.0ug/LNDXylenes, Total SW8260B 02/02/15 22:39 / nl77-126%REC109 Surr: Dibromofluoromethane SW8260B 02/02/15 22:39 / nl70-130%REC107 Surr: 1,2-Dichloroethane-d4 SW8260B 02/02/15 22:39 / nl79-122%REC100 Surr: Toluene-d8 SW8260B 02/02/15 22:39 / nl76-127%REC100 Surr: p-Bromofluorobenzene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 3 of 15 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbinghausen Lab ID:B15011740-002 Client Sample ID:MW-2 Collection Date:01/27/15 15:10 Matrix:Aqueous Report Date:02/05/15 DateReceived:01/28/15 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 02/02/15 22:11 / nl1.0ug/LNDBenzene SW8260B 02/02/15 22:11 / nl1.0ug/LNDBromobenzene SW8260B 02/02/15 22:11 / nl1.0ug/LNDBromochloromethane SW8260B 02/02/15 22:11 / nl1.0ug/LNDBromodichloromethane SW8260B 02/02/15 22:11 / nl1.0ug/LNDBromoform SW8260B 02/02/15 22:11 / nl1.0ug/LNDBromomethane SW8260B 02/02/15 22:11 / nl1.0ug/LNDCarbon tetrachloride SW8260B 02/02/15 22:11 / nl1.0ug/LNDChlorobenzene SW8260B 02/02/15 22:11 / nl1.0ug/LNDChlorodibromomethane SW8260B J 02/02/15 22:11 / nl1.0ug/L0.13Chloroethane SW8260B 02/02/15 22:11 / nl1.0ug/LNDChloroform SW8260B 02/02/15 22:11 / nl1.0ug/LNDChloromethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,2-Dibromoethane SW8260B 02/02/15 22:11 / nl1.0ug/LND2-Chlorotoluene SW8260B 02/02/15 22:11 / nl1.0ug/LND4-Chlorotoluene SW8260B 02/02/15 22:11 / nl1.0ug/LNDDibromomethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,2-Dichlorobenzene SW8260B 02/02/15 22:11 / nl1.0ug/LND1,3-Dichlorobenzene SW8260B 02/02/15 22:11 / nl1.0ug/LND1,4-Dichlorobenzene SW8260B 02/02/15 22:11 / nl1.0ug/LNDDichlorodifluoromethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1-Dichloroethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,2-Dichloroethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1-Dichloroethene SW8260B 02/02/15 22:11 / nl1.0ug/LNDcis-1,2-Dichloroethene SW8260B 02/02/15 22:11 / nl1.0ug/LNDtrans-1,2-Dichloroethene SW8260B 02/02/15 22:11 / nl1.0ug/LND1,2-Dichloropropane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,3-Dichloropropane SW8260B 02/02/15 22:11 / nl1.0ug/LND2,2-Dichloropropane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1-Dichloropropene SW8260B 02/02/15 22:11 / nl1.0ug/LNDcis-1,3-Dichloropropene SW8260B 02/02/15 22:11 / nl1.0ug/LNDtrans-1,3-Dichloropropene SW8260B 02/02/15 22:11 / nl1.0ug/LNDEthylbenzene SW8260B 02/02/15 22:11 / nl20ug/LNDMethyl ethyl ketone SW8260B 02/02/15 22:11 / nl1.0ug/LNDMethyl tert-butyl ether (MTBE)SW8260B 02/02/15 22:11 / nl1.0ug/LNDMethylene chloride SW8260B 02/02/15 22:11 / nl1.0ug/LNDStyrene SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1,1,2-Tetrachloroethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1,2,2-Tetrachloroethane SW8260B 02/02/15 22:11 / nl1.0ug/LNDTetrachloroethene SW8260B 02/02/15 22:11 / nl1.0ug/LNDToluene SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1,1-Trichloroethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,1,2-Trichloroethane SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. J - Estimated value. The analyte was present but less than the reporting limit. Page 4 of 15 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbinghausen Lab ID:B15011740-002 Client Sample ID:MW-2 Collection Date:01/27/15 15:10 Matrix:Aqueous Report Date:02/05/15 DateReceived:01/28/15 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 02/02/15 22:11 / nl1.0ug/LNDTrichloroethene SW8260B 02/02/15 22:11 / nl1.0ug/LNDTrichlorofluoromethane SW8260B 02/02/15 22:11 / nl1.0ug/LND1,2,3-Trichloropropane SW8260B 02/02/15 22:11 / nl0.50ug/L0.58Vinyl chloride SW8260B 02/02/15 22:11 / nl1.0ug/LNDm+p-Xylenes SW8260B 02/02/15 22:11 / nl1.0ug/LNDo-Xylene SW8260B 02/02/15 22:11 / nl1.0ug/LNDXylenes, Total SW8260B 02/02/15 22:11 / nl77-126%REC108 Surr: Dibromofluoromethane SW8260B 02/02/15 22:11 / nl70-130%REC105 Surr: 1,2-Dichloroethane-d4 SW8260B 02/02/15 22:11 / nl79-122%REC100 Surr: Toluene-d8 SW8260B 02/02/15 22:11 / nl76-127%REC104 Surr: p-Bromofluorobenzene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 5 of 15 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbinghausen Lab ID:B15011740-003 Client Sample ID:Trip Blank Lot#112514 4526 Collection Date:01/27/15 15:10 Matrix:Trip Blank Report Date:02/05/15 DateReceived:01/28/15 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 02/02/15 21:42 / nl1.0ug/LNDBenzene SW8260B 02/02/15 21:42 / nl1.0ug/LNDBromobenzene SW8260B 02/02/15 21:42 / nl1.0ug/LNDBromochloromethane SW8260B 02/02/15 21:42 / nl1.0ug/LNDBromodichloromethane SW8260B 02/02/15 21:42 / nl1.0ug/LNDBromoform SW8260B 02/02/15 21:42 / nl1.0ug/LNDBromomethane SW8260B 02/02/15 21:42 / nl1.0ug/LNDCarbon tetrachloride SW8260B 02/02/15 21:42 / nl1.0ug/LNDChlorobenzene SW8260B 02/02/15 21:42 / nl1.0ug/LNDChlorodibromomethane SW8260B 02/02/15 21:42 / nl1.0ug/LNDChloroethane SW8260B 02/02/15 21:42 / nl1.0ug/LNDChloroform SW8260B 02/02/15 21:42 / nl1.0ug/LNDChloromethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,2-Dibromoethane SW8260B 02/02/15 21:42 / nl1.0ug/LND2-Chlorotoluene SW8260B 02/02/15 21:42 / nl1.0ug/LND4-Chlorotoluene SW8260B 02/02/15 21:42 / nl1.0ug/LNDDibromomethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,2-Dichlorobenzene SW8260B 02/02/15 21:42 / nl1.0ug/LND1,3-Dichlorobenzene SW8260B 02/02/15 21:42 / nl1.0ug/LND1,4-Dichlorobenzene SW8260B 02/02/15 21:42 / nl1.0ug/LNDDichlorodifluoromethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1-Dichloroethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,2-Dichloroethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1-Dichloroethene SW8260B 02/02/15 21:42 / nl1.0ug/LNDcis-1,2-Dichloroethene SW8260B 02/02/15 21:42 / nl1.0ug/LNDtrans-1,2-Dichloroethene SW8260B 02/02/15 21:42 / nl1.0ug/LND1,2-Dichloropropane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,3-Dichloropropane SW8260B 02/02/15 21:42 / nl1.0ug/LND2,2-Dichloropropane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1-Dichloropropene SW8260B 02/02/15 21:42 / nl1.0ug/LNDcis-1,3-Dichloropropene SW8260B 02/02/15 21:42 / nl1.0ug/LNDtrans-1,3-Dichloropropene SW8260B 02/02/15 21:42 / nl1.0ug/LNDEthylbenzene SW8260B 02/02/15 21:42 / nl20ug/LNDMethyl ethyl ketone SW8260B 02/02/15 21:42 / nl1.0ug/LNDMethyl tert-butyl ether (MTBE)SW8260B 02/02/15 21:42 / nl1.0ug/LNDMethylene chloride SW8260B 02/02/15 21:42 / nl1.0ug/LNDStyrene SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1,1,2-Tetrachloroethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1,2,2-Tetrachloroethane SW8260B 02/02/15 21:42 / nl1.0ug/LNDTetrachloroethene SW8260B 02/02/15 21:42 / nl1.0ug/LNDToluene SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1,1-Trichloroethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,1,2-Trichloroethane SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 6 of 15 LABORATORY ANALYTICAL REPORT Client:Resource Technologies Inc Project:Ebbinghausen Lab ID:B15011740-003 Client Sample ID:Trip Blank Lot#112514 4526 Collection Date:01/27/15 15:10 Matrix:Trip Blank Report Date:02/05/15 DateReceived:01/28/15 Prepared by Billings, MT Branch Analyses Result Units Analysis Date / ByRLMethod MCL/ QCLQualifiers VOLATILE ORGANIC COMPOUNDS 02/02/15 21:42 / nl1.0ug/LNDTrichloroethene SW8260B 02/02/15 21:42 / nl1.0ug/LNDTrichlorofluoromethane SW8260B 02/02/15 21:42 / nl1.0ug/LND1,2,3-Trichloropropane SW8260B 02/02/15 21:42 / nl1.0ug/LNDVinyl chloride SW8260B 02/02/15 21:42 / nl1.0ug/LNDm+p-Xylenes SW8260B 02/02/15 21:42 / nl1.0ug/LNDo-Xylene SW8260B 02/02/15 21:42 / nl1.0ug/LNDXylenes, Total SW8260B 02/02/15 21:42 / nl77-126%REC101 Surr: Dibromofluoromethane SW8260B 02/02/15 21:42 / nl70-130%REC105 Surr: 1,2-Dichloroethane-d4 SW8260B 02/02/15 21:42 / nl79-122%REC95.0 Surr: Toluene-d8 SW8260B 02/02/15 21:42 / nl76-127%REC103 Surr: p-Bromofluorobenzene SW8260B Report Definitions: RL - Analyte reporting limit.MCL - Maximum contaminant level. QCL - Quality control limit.ND - Not detected at the reporting limit. Page 7 of 15 Project:Ebbinghausen Client:Resource Technologies Inc Work Order:B15011740 QA/QC Summary Report 02/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method:SW8260B Batch: R237677 Lab ID:LCS_020215 02/02/15 19:10Laboratory Control Sample Run: SV5972.I_150202A Benzene 97 71 1331.04.84 ug/L Bromobenzene 105 78 1331.05.24 ug/L Bromochloromethane 109 68 1311.05.44 ug/L Bromodichloromethane 110 67 1381.05.52 ug/L Bromoform 117 64 1361.05.84 ug/L Bromomethane 122 60 1381.06.08 ug/L Carbon tetrachloride 106 61 1441.05.28 ug/L Chlorobenzene 102 78 1361.05.08 ug/L Chlorodibromomethane 117 72 1361.05.84 ug/L Chloroethane 112 64 1361.05.60 ug/L Chloroform 100 69 1331.05.00 ug/L Chloromethane 83 63 1491.04.16 ug/L 1,2-Dibromoethane 110 75 1311.05.52 ug/L 2-Chlorotoluene 101 74 1351.05.04 ug/L Dibromomethane 107 72 1331.05.36 ug/L 1,2-Dichlorobenzene 103 78 1291.05.16 ug/L 4-Chlorotoluene 101 79 1351.05.04 ug/L 1,3-Dichlorobenzene 106 79 1321.05.28 ug/L 1,4-Dichlorobenzene 101 78 1311.05.04 ug/L Dichlorodifluoromethane 96 55 1411.04.80 ug/L 1,1-Dichloroethane 102 72 1301.05.12 ug/L 1,2-Dichloroethane 109 57 1461.05.44 ug/L 1,1-Dichloroethene 117 66 1421.05.84 ug/L cis-1,2-Dichloroethene 104 74 1331.05.20 ug/L trans-1,2-Dichloroethene 112 76 1381.05.60 ug/L 1,2-Dichloropropane 98 72 1351.04.88 ug/L 1,3-Dichloropropane 101 75 1341.05.04 ug/L 2,2-Dichloropropane 87 42 1671.04.36 ug/L 1,1-Dichloropropene 102 72 1401.05.08 ug/L cis-1,3-Dichloropropene 107 75 1321.05.36 ug/L trans-1,3-Dichloropropene 117 77 1451.05.84 ug/L Ethylbenzene 99 78 1311.04.96 ug/L Methyl tert-butyl ether (MTBE)114 58 1511.05.68 ug/L Methyl ethyl ketone 103 55 1452051.6 ug/L Methylene chloride 113 73 1261.05.64 ug/L Styrene 106 76 1341.05.32 ug/L 1,1,1,2-Tetrachloroethane 113 75 1351.05.64 ug/L 1,1,2,2-Tetrachloroethane 102 72 1321.05.12 ug/L Tetrachloroethene 102 78 1371.05.12 ug/L Toluene 101 78 1341.05.04 ug/L 1,1,1-Trichloroethane 107 64 1411.05.36 ug/L 1,1,2-Trichloroethane 103 72 1331.05.16 ug/L Trichloroethene 102 75 1381.05.08 ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 8 of 15 Project:Ebbinghausen Client:Resource Technologies Inc Work Order:B15011740 QA/QC Summary Report 02/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method:SW8260B Batch: R237677 Lab ID:LCS_020215 02/02/15 19:10Laboratory Control Sample Run: SV5972.I_150202A Trichlorofluoromethane 114 58 1391.05.72 ug/L 1,2,3-Trichloropropane 108 67 1331.05.40 ug/L Vinyl chloride 85 66 1401.04.24 ug/L m+p-Xylenes 100 78 1331.09.96 ug/L o-Xylene 101 79 1361.05.04 ug/L Xylenes, Total 100 78 1361.015.0 ug/L Surr: 1,2-Dichloroethane-d4 103 70 1301.0 Surr: Dibromofluoromethane 105 77 1261.0 Surr: p-Bromofluorobenzene 100 76 1271.0 Surr: Toluene-d8 103 79 1221.0 Lab ID:BLK_020215 02/02/15 20:06Method Blank Run: SV5972.I_150202A Benzene 0.50ND ug/L Bromobenzene 0.50ND ug/L Bromochloromethane 0.50ND ug/L Bromodichloromethane 0.50ND ug/L Bromoform 0.50ND ug/L Bromomethane 0.50ND ug/L Carbon tetrachloride 0.50ND ug/L Chlorobenzene 0.50ND ug/L Chlorodibromomethane 0.50ND ug/L Chloroethane 0.50ND ug/L Chloroform 0.50ND ug/L Chloromethane 0.50ND ug/L 1,2-Dibromoethane 0.50ND ug/L 2-Chlorotoluene 0.50ND ug/L Dibromomethane 0.50ND ug/L 1,2-Dichlorobenzene 0.50ND ug/L 4-Chlorotoluene 0.50ND ug/L 1,3-Dichlorobenzene 0.50ND ug/L 1,4-Dichlorobenzene 0.50ND ug/L Dichlorodifluoromethane 0.50ND ug/L 1,1-Dichloroethane 0.50ND ug/L 1,2-Dichloroethane 0.50ND ug/L 1,1-Dichloroethene 0.50ND ug/L cis-1,2-Dichloroethene 0.50ND ug/L trans-1,2-Dichloroethene 0.50ND ug/L 1,2-Dichloropropane 0.50ND ug/L 1,3-Dichloropropane 0.50ND ug/L 2,2-Dichloropropane 0.50ND ug/L 1,1-Dichloropropene 0.50ND ug/L cis-1,3-Dichloropropene 0.50ND ug/L trans-1,3-Dichloropropene 0.50ND ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 9 of 15 Project:Ebbinghausen Client:Resource Technologies Inc Work Order:B15011740 QA/QC Summary Report 02/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method:SW8260B Batch: R237677 Lab ID:BLK_020215 02/02/15 20:06Method Blank Run: SV5972.I_150202A Ethylbenzene 0.50ND ug/L Methyl tert-butyl ether (MTBE)0.50ND ug/L Methyl ethyl ketone 10ND ug/L Methylene chloride 0.50ND ug/L Styrene 0.50ND ug/L 1,1,1,2-Tetrachloroethane 0.50ND ug/L 1,1,2,2-Tetrachloroethane 0.50ND ug/L Tetrachloroethene 0.50ND ug/L Toluene 0.50ND ug/L 1,1,1-Trichloroethane 0.50ND ug/L 1,1,2-Trichloroethane 0.50ND ug/L Trichloroethene 0.50ND ug/L Trichlorofluoromethane 0.50ND ug/L 1,2,3-Trichloropropane 0.50ND ug/L Vinyl chloride 0.50ND ug/L m+p-Xylenes 0.50ND ug/L o-Xylene 0.50ND ug/L Xylenes, Total 0.50ND ug/L Surr: 1,2-Dichloroethane-d4 102 70 1301.0 Surr: Dibromofluoromethane 103 77 1261.0 Surr: p-Bromofluorobenzene 100 76 1271.0 Surr: Toluene-d8 99 79 1221.0 Lab ID:B15011802-001A_MS 02/03/15 01:56Sample Matrix Spike Run: SV5972.I_150202A Benzene 106 71 1331.05.28 ug/L Bromobenzene 108 78 1331.05.40 ug/L Bromochloromethane 117 68 1311.05.84 ug/L Bromodichloromethane 122 67 1381.06.12 ug/L Bromoform 123 64 1361.06.16 ug/L Bromomethane 64 60 1381.03.18 ug/L Carbon tetrachloride 127 61 1441.06.36 ug/L Chlorobenzene 107 78 1361.05.36 ug/L Chlorodibromomethane 122 72 1361.06.08 ug/L Chloroethane 111 64 1361.05.56 ug/L Chloroform 112 69 1331.05.60 ug/L Chloromethane 82 63 1491.04.08 ug/L 1,2-Dibromoethane 113 75 1311.05.64 ug/L 2-Chlorotoluene 104 74 1351.05.20 ug/L Dibromomethane 115 72 1331.05.76 ug/L 1,2-Dichlorobenzene 106 78 1291.05.28 ug/L 4-Chlorotoluene 108 79 1351.05.40 ug/L 1,3-Dichlorobenzene 106 79 1321.05.28 ug/L 1,4-Dichlorobenzene 104 78 1311.05.20 ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 10 of 15 Project:Ebbinghausen Client:Resource Technologies Inc Work Order:B15011740 QA/QC Summary Report 02/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method:SW8260B Batch: R237677 Lab ID:B15011802-001A_MS 02/03/15 01:56Sample Matrix Spike Run: SV5972.I_150202A Dichlorodifluoromethane 98 55 1411.04.88 ug/L 1,1-Dichloroethane 111 72 1301.05.56 ug/L 1,2-Dichloroethane 125 57 1461.06.24 ug/L 1,1-Dichloroethene 126 66 1421.06.28 ug/L cis-1,2-Dichloroethene 111 74 1331.05.56 ug/L trans-1,2-Dichloroethene 125 76 1381.06.24 ug/L 1,2-Dichloropropane 106 72 1351.05.28 ug/L 1,3-Dichloropropane 107 75 1341.05.36 ug/L 2,2-Dichloropropane 115 42 1671.05.76 ug/L 1,1-Dichloropropene 112 72 1401.05.60 ug/L cis-1,3-Dichloropropene 114 75 1321.05.68 ug/L trans-1,3-Dichloropropene 122 77 1451.06.08 ug/L Ethylbenzene 106 78 1311.05.28 ug/L Methyl tert-butyl ether (MTBE)123 58 1511.06.16 ug/L Methyl ethyl ketone 115 55 1452057.6 ug/L Methylene chloride 122 73 1261.06.08 ug/L Styrene 110 76 1341.05.52 ug/L 1,1,1,2-Tetrachloroethane 119 75 1351.05.96 ug/L 1,1,2,2-Tetrachloroethane 110 72 1321.05.52 ug/L Tetrachloroethene 105 78 1371.05.24 ug/L Toluene 107 78 1341.05.36 ug/L 1,1,1-Trichloroethane 121 64 1411.06.04 ug/L 1,1,2-Trichloroethane 111 72 1331.05.56 ug/L Trichloroethene 109 75 1381.05.44 ug/L Trichlorofluoromethane 118 58 1391.05.92 ug/L 1,2,3-Trichloropropane 113 67 1331.05.64 ug/L Vinyl chloride 79 66 1401.03.96 ug/L m+p-Xylenes 105 78 1331.010.5 ug/L o-Xylene 103 79 1361.05.16 ug/L Xylenes, Total 105 78 1361.015.7 ug/L Surr: 1,2-Dichloroethane-d4 106 70 1301.0 Surr: Dibromofluoromethane 110 77 1261.0 Surr: p-Bromofluorobenzene 102 76 1271.0 Surr: Toluene-d8 102 79 1221.0 Lab ID: B15011802-001A_MSD 02/03/15 02:25Sample Matrix Spike Duplicate Run: SV5972.I_150202A Benzene 103 71 133 201.0 2.35.16 ug/L Bromobenzene 112 78 133 201.0 3.65.60 ug/L Bromochloromethane 114 68 131 201.0 2.85.68 ug/L Bromodichloromethane 120 67 138 201.0 2.06.00 ug/L Bromoform 123 64 136 201.0 0.06.16 ug/L Bromomethane 88 60 138 201.0 324.40 ug/L R Carbon tetrachloride 120 61 144 201.0 5.86.00 ug/L Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. R - RPD exceeds advisory limit. Page 11 of 15 Project:Ebbinghausen Client:Resource Technologies Inc Work Order:B15011740 QA/QC Summary Report 02/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method:SW8260B Batch: R237677 Lab ID:B15011802-001A_MSD 02/03/15 02:25Sample Matrix Spike Duplicate Run: SV5972.I_150202A Chlorobenzene 106 78 136 201.0 0.75.32 ug/L Chlorodibromomethane 123 72 136 201.0 1.36.16 ug/L Chloroethane 114 64 136 201.0 2.15.68 ug/L Chloroform 109 69 133 201.0 2.95.44 ug/L Chloromethane 86 63 149 201.0 4.84.28 ug/L 1,2-Dibromoethane 113 75 131 201.0 0.05.64 ug/L 2-Chlorotoluene 103 74 135 201.0 0.85.16 ug/L Dibromomethane 116 72 133 201.0 0.75.80 ug/L 1,2-Dichlorobenzene 107 78 129 201.0 1.55.36 ug/L 4-Chlorotoluene 106 79 135 201.0 1.55.32 ug/L 1,3-Dichlorobenzene 108 79 132 201.0 2.25.40 ug/L 1,4-Dichlorobenzene 107 78 131 201.0 3.05.36 ug/L Dichlorodifluoromethane 102 55 141 201.0 4.85.12 ug/L 1,1-Dichloroethane 109 72 130 201.0 2.25.44 ug/L 1,2-Dichloroethane 124 57 146 201.0 0.66.20 ug/L 1,1-Dichloroethene 123 66 142 201.0 1.96.16 ug/L cis-1,2-Dichloroethene 111 74 133 201.0 0.05.56 ug/L trans-1,2-Dichloroethene 121 76 138 201.0 3.36.04 ug/L 1,2-Dichloropropane 107 72 135 201.0 1.55.36 ug/L 1,3-Dichloropropane 105 75 134 201.0 2.35.24 ug/L 2,2-Dichloropropane 112 42 167 201.0 2.85.60 ug/L 1,1-Dichloropropene 110 72 140 201.0 2.25.48 ug/L cis-1,3-Dichloropropene 114 75 132 201.0 0.05.68 ug/L trans-1,3-Dichloropropene 122 77 145 201.0 0.76.12 ug/L Ethylbenzene 106 78 131 201.0 0.05.28 ug/L Methyl tert-butyl ether (MTBE)120 58 151 201.0 2.66.00 ug/L Methyl ethyl ketone 111 55 145 20203.555.6 ug/L Methylene chloride 115 73 126 201.0 5.45.76 ug/L Styrene 113 76 134 201.0 2.25.64 ug/L 1,1,1,2-Tetrachloroethane 120 75 135 201.0 0.76.00 ug/L 1,1,2,2-Tetrachloroethane 107 72 132 201.0 2.95.36 ug/L Tetrachloroethene 106 78 137 201.0 0.85.28 ug/L Toluene 107 78 134 201.0 0.05.36 ug/L 1,1,1-Trichloroethane 116 64 141 201.0 4.15.80 ug/L 1,1,2-Trichloroethane 109 72 133 201.0 2.25.44 ug/L Trichloroethene 107 75 138 201.0 1.55.36 ug/L Trichlorofluoromethane 121 58 139 201.0 2.06.04 ug/L 1,2,3-Trichloropropane 114 67 133 201.0 1.45.72 ug/L Vinyl chloride 82 66 140 201.0 4.14.12 ug/L m+p-Xylenes 104 78 133 201.0 0.810.4 ug/L o-Xylene 106 79 136 201.0 2.35.28 ug/L Xylenes, Total 105 78 1361.015.7 ug/L Surr: 1,2-Dichloroethane-d4 108 70 1301.0 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 12 of 15 Project:Ebbinghausen Client:Resource Technologies Inc Work Order:B15011740 QA/QC Summary Report 02/05/15Report Date: Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits Qual Prepared by Billings, MT Branch Method:SW8260B Batch: R237677 Lab ID:B15011802-001A_MSD 02/03/15 02:25Sample Matrix Spike Duplicate Run: SV5972.I_150202A Surr: Dibromofluoromethane 111 77 1261.0 Surr: p-Bromofluorobenzene 100 76 1271.0 Surr: Toluene-d8 102 79 1221.0 Qualifiers: RL - Analyte reporting limit.ND - Not detected at the reporting limit. Page 13 of 15 Shipping container/cooler in good condition? Custody seals intact on all shipping container(s)/cooler(s)? Custody seals intact on all sample bottles? Chain of custody present? Chain of custody signed when relinquished and received? Chain of custody agrees with sample labels? Samples in proper container/bottle? Sample containers intact? Sufficient sample volume for indicated test? All samples received within holding time? (Exclude analyses that are considered field parameters such as pH, DO, Res Cl, Sulfite, Ferrous Iron, etc.) Container/Temp Blank temperature: Water - VOA vials have zero headspace? Water - pH acceptable upon receipt? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No Not Present Not Present Not Present No VOA vials submitted Not Applicable 0.6°C On Ice 1/28/2015Tamara C. Logan Hand Del jrz Date Received: Received by: Login completed by: Carrier name: BL2000\jmueller 1/29/2015 Reviewed by: Reviewed Date: Contact and Corrective Action Comments: None Temp Blank received in all shipping container(s)/cooler(s)? Yes No Not Applicable Lab measurement of analytes considered field parameters that require analysis within 15 minutes of sampling such as pH, Dissolved Oxygen and Residual Chlorine, are qualified as being analyzed outside of recommended holding time. Solid/soil samples are reported on a wet weight basis (as received) unless specifically indicated. If moisture corrected, data units are typically noted as –dry. For agricultural and mining soil parameters/characteristics, all samples are dried and ground prior to sample analysis. Standard Reporting Procedures: Workorder Receipt Checklist Resource Technologies Inc B15011740 Page 14 of 15 Page 15 of 15 APPENDIX D Laboratory Analytical Reports – Soil Vapor ANALYTICAL REPORT Mark Johnson Resource Technologies, Inc. 1050 E. Main, Ste 4 Bozeman, MT 59715 Phone: E-mail: (406) 585-8005 rti@montana.net Report Date:January 02, 2015 34-1436033Workorder: Ebbighausen 122414 EbbighausenPurchase Order: Project ID: Sampling SiteReceive DateCollect DateLab IDClient Sample ID VW-1 1436033001 12/22/14 12/24/14 Ebbighausen VW-2 1436033002 12/22/14 12/24/14 Ebbighausen ADDRESS 960 West LeVoy Drive, Salt Lake City, Utah, 84123 USA PHONE FAX+1 801 266 7700 +1 801 268 9992 ALS GROUP USA, CORP. Page 1 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 ANALYTICAL REPORT Project Manager:Rand Potter Client:Resource Technologies, Inc. Workorder:34-1436033 Analytical Results Sample ID:12/22/2014 12/24/20141436033001Lab ID: Collected: Received: VW-1 Ebbighausen Sampling Parameter:Air Volume 6 LMatrix: Media: Air Sulfur Summa 6 Liter Sampling Site: Analysis:EPA TO-15, Air Analyzed:12/29/2014 18:08 Batch: Instrument ID: IVOA/2784 (HBN: 141287)Percent Solid:NA 5972-W Report Basis:Wet Preparation:Not Applicable Analyte ppb ug/m³MDL (ppb)Qual.RL (ppb)Dilution Analysis Method - EPA TO-15 0.50<0.74ND 0.15 UDichlorodifluoromethane1 0.50<0.31ND 0.15 UChloromethane1 0.50<1.0ND 0.15 UFreon 114 1 0.50<0.38ND 0.15 UVinyl chloride 1 0.50<0.33ND 0.15 U1,3-Butadiene 1 0.50<0.58ND 0.15 UBromomethane1 0.50<0.40ND 0.15 UChloroethane1 0.500.870.16 0.15 JFreon 11 1 0.50<1.1ND 0.15 UFreon 113 1 0.50<0.59ND 0.15 U1,1-Dichloroethene 1 0.50<0.71ND 0.30 UAcetone1 0.50<0.47ND 0.15 UCarbon disulfide 1 0.50<0.52ND 0.15 UMethylene chloride 1 0.50<0.59ND 0.15 Utrans-1,2-Dichloroethene 1 0.50<0.54ND 0.15 UMethyl t-butyl ether 1 0.50<0.53ND 0.15 UVinyl acetate 1 0.50<0.44ND 0.15 U2-Butanone 1 0.50<0.59ND 0.15 Ucis-1,2-Dichloroethene 1 0.50<0.61ND 0.15 U1,1-Dichloroethane 1 1.0<0.54ND 0.15 UEthyl acetate 1 0.50<0.53ND 0.15 UHexane1 0.50<0.73ND 0.15 UChloroform1 0.50<0.44ND 0.15 UTetrahydrofuran1 0.50<0.61ND 0.15 U1,2-Dichloroethane 1 0.50<0.82ND 0.15 U1,1,1-Trichloroethane 1 0.50<0.94ND 0.15 UCarbon tetrachloride 1 0.50<0.48ND 0.15 UBenzene1 0.50<0.52ND 0.15 UCyclohexane1 0.50<0.81ND 0.15 UTrichloroethene1 0.50<0.73ND 0.15 U1,2-Dichloropropane 1 0.50<1.0ND 0.15 UBromodichloromethane1 0.50<0.61ND 0.15 UHeptane1 0.50<0.68ND 0.15 Ucis-1,3-Dichloropropene 1 0.50<0.61ND 0.15 U4-Methyl-2-pentanone 1 0.50<0.68ND 0.15 Utrans-1,3-Dichloropropene 1 0.50<0.82ND 0.15 U1,1,2-Trichloroethane 1 Page 2 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 Results Continued on Next Page ANALYTICAL REPORT Project Manager:Rand Potter Client:Resource Technologies, Inc. Workorder:34-1436033 Analytical Results Sample ID:12/22/2014 12/24/20141436033001Lab ID: Collected: Received: VW-1 Ebbighausen Sampling Parameter:Air Volume 6 LMatrix: Media: Air Sulfur Summa 6 Liter Sampling Site: Analysis:EPA TO-15, Air Analyzed:12/29/2014 18:08 Batch: Instrument ID: IVOA/2784 (HBN: 141287)Percent Solid:NA 5972-W Report Basis:Wet Preparation:Not Applicable Analyte ppb ug/m³MDL (ppb)Qual.RL (ppb)Dilution Analysis Method - EPA TO-15 0.50<0.57ND 0.15 UToluene1 1.0<1.2ND 0.30 U2-Hexanone 1 0.50517.5 0.15Tetrachloroethene 1 0.50<1.3ND 0.15 UDibromochloromethane1 0.50<1.2ND 0.15 U1,2-Dibromoethane 1 0.50<0.69ND 0.15 UChlorobenzene1 0.50<0.65ND 0.15 UEthyl benzene 1 0.50<0.65ND 0.15 Um,p-Xylene 1 0.50<0.65ND 0.15 Uo-Xylene 1 0.50<0.64ND 0.15 UStyrene1 0.50<1.6ND 0.15 UBromoform1 0.50<1.0ND 0.15 U1,1,2,2-Tetrachloroethane 1 0.50<0.74ND 0.15 U4-Ethyl toluene 1 0.50<0.74ND 0.15 U1,3,5-Trimethylbenzene 1 0.50<0.74ND 0.15 U1,2,4-Trimethylbenzene 1 0.50<0.90ND 0.15 U1,3-Dichlorobenzene 1 0.50<0.90ND 0.15 U1,4-Dichlorobenzene 1 1.0<1.6ND 0.30 UBenzyl chloride 1 1.0<1.8ND 0.30 U1,2-Dichlorobenzene 1 1.0<2.2ND 0.30 U1,2,4-Trichlorobenzene 1 1.0<3.2ND 0.30 UHexachlorobutadiene1 NA22053NA JTotal Volatile Organics 1 Sample ID:12/22/2014 12/24/20141436033002Lab ID: Collected: Received: VW-2 Ebbighausen Sampling Parameter:Air Volume 6 LMatrix: Media: Air Sulfur Summa 6 Liter Sampling Site: Analysis:EPA TO-15, Air Analyzed:12/29/2014 19:21 Batch: Instrument ID: IVOA/2784 (HBN: 141287)Percent Solid:NA 5972-W Report Basis:Wet Preparation:Not Applicable Analyte ppb ug/m³MDL (ppb)Qual.RL (ppb)Dilution Analysis Method - EPA TO-15 0.50<0.74ND 0.15 UDichlorodifluoromethane1 0.50<0.31ND 0.15 UChloromethane1 0.50<1.0ND 0.15 UFreon 114 1 0.50<0.38ND 0.15 UVinyl chloride 1 0.50<0.33ND 0.15 U1,3-Butadiene 1 Page 3 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 Results Continued on Next Page ANALYTICAL REPORT Project Manager:Rand Potter Client:Resource Technologies, Inc. Workorder:34-1436033 Analytical Results Sample ID:12/22/2014 12/24/20141436033002Lab ID: Collected: Received: VW-2 Ebbighausen Sampling Parameter:Air Volume 6 LMatrix: Media: Air Sulfur Summa 6 Liter Sampling Site: Analysis:EPA TO-15, Air Analyzed:12/29/2014 19:21 Batch: Instrument ID: IVOA/2784 (HBN: 141287)Percent Solid:NA 5972-W Report Basis:Wet Preparation:Not Applicable Analyte ppb ug/m³MDL (ppb)Qual.RL (ppb)Dilution Analysis Method - EPA TO-15 0.50<0.58ND 0.15 UBromomethane1 0.50<0.40ND 0.15 UChloroethane1 0.500.870.15 0.15 JFreon 11 1 0.50<1.1ND 0.15 UFreon 113 1 0.50<0.59ND 0.15 U1,1-Dichloroethene 1 0.50100430.30 EAcetone1 0.50<0.47ND 0.15 UCarbon disulfide 1 0.50<0.52ND 0.15 UMethylene chloride 1 0.50<0.59ND 0.15 Utrans-1,2-Dichloroethene 1 0.50<0.54ND 0.15 UMethyl t-butyl ether 1 0.50<0.53ND 0.15 UVinyl acetate 1 0.50103.5 0.152-Butanone 1 0.50<0.59ND 0.15 Ucis-1,2-Dichloroethene 1 0.50<0.61ND 0.15 U1,1-Dichloroethane 1 1.0<0.54ND 0.15 UEthyl acetate 1 0.50<0.53ND 0.15 UHexane1 0.502.00.41 0.15 JChloroform1 0.50103.5 0.15Tetrahydrofuran 1 0.50<0.61ND 0.15 U1,2-Dichloroethane 1 0.50<0.82ND 0.15 U1,1,1-Trichloroethane 1 0.50<0.94ND 0.15 UCarbon tetrachloride 1 0.50<0.48ND 0.15 UBenzene1 0.50<0.52ND 0.15 UCyclohexane1 0.50<0.81ND 0.15 UTrichloroethene1 0.50<0.73ND 0.15 U1,2-Dichloropropane 1 0.50<1.0ND 0.15 UBromodichloromethane1 0.50<0.61ND 0.15 UHeptane1 0.50<0.68ND 0.15 Ucis-1,3-Dichloropropene 1 0.50<0.61ND 0.15 U4-Methyl-2-pentanone 1 0.50<0.68ND 0.15 Utrans-1,3-Dichloropropene 1 0.50<0.82ND 0.15 U1,1,2-Trichloroethane 1 0.506.51.7 0.15Toluene 1 1.0<1.2ND 0.30 U2-Hexanone 1 0.501.10.16 0.15 JTetrachloroethene1 0.50<1.3ND 0.15 UDibromochloromethane1 0.50<1.2ND 0.15 U1,2-Dibromoethane 1 Page 4 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 Results Continued on Next Page ANALYTICAL REPORT Project Manager:Rand Potter Client:Resource Technologies, Inc. Workorder:34-1436033 Analytical Results Sample ID:12/22/2014 12/24/20141436033002Lab ID: Collected: Received: VW-2 Ebbighausen Sampling Parameter:Air Volume 6 LMatrix: Media: Air Sulfur Summa 6 Liter Sampling Site: Analysis:EPA TO-15, Air Analyzed:12/29/2014 19:21 Batch: Instrument ID: IVOA/2784 (HBN: 141287)Percent Solid:NA 5972-W Report Basis:Wet Preparation:Not Applicable Analyte ppb ug/m³MDL (ppb)Qual.RL (ppb)Dilution Analysis Method - EPA TO-15 0.50<0.69ND 0.15 UChlorobenzene1 0.503.40.79 0.15Ethyl benzene 1 0.50184.0 0.15m,p-Xylene 1 0.505.11.2 0.15o-Xylene 1 0.50<0.64ND 0.15 UStyrene1 0.50<1.6ND 0.15 UBromoform1 0.50<1.0ND 0.15 U1,1,2,2-Tetrachloroethane 1 0.503.60.73 0.154-Ethyl toluene 1 0.507.21.5 0.151,3,5-Trimethylbenzene 1 0.50204.0 0.151,2,4-Trimethylbenzene 1 0.50<0.90ND 0.15 U1,3-Dichlorobenzene 1 0.50<0.90ND 0.15 U1,4-Dichlorobenzene 1 1.0<1.6ND 0.30 UBenzyl chloride 1 1.0<1.8ND 0.30 U1,2-Dichlorobenzene 1 1.0<2.2ND 0.30 U1,2,4-Trichlorobenzene 1 1.0<3.2ND 0.30 UHexachlorobutadiene1 NA410100NA JTotal Volatile Organics 1 Analysis:EPA TO-15, Air Analyzed:12/29/2014 19:21 Batch: Instrument ID: IVOA/2784 (HBN: 141287)Percent Solid:NA 5972-W Report Basis:Wet Preparation:Not Applicable Tentatively Identified Compound ppb Retention Time Dilution Qual. Analysis Method - EPA TO-15 J7.5621 1Ethanol J18.345.8 1Decane J18.782.7 1Decane, 4-methyl- Comments Quality Control:EPA TO-15 - (HBN: 141287) The LCSD result for 4-methyl-2-pentanone is outside of limits. The acetone result in the CCS is outside of +/-30%. The surrogate recovery for 1435360001 is outside of limits. Report Authorization Analyst Peer ReviewMethod (/S/ is an electronic signature that complies with 21 CFR Part 11) EPA TO-15 /S/ Lisa M. Reid 01/02/2015 10:01 01/02/2015 11:01 /S/ Jorden Baum Page 5 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 ANALYTICAL REPORT Project Manager:Rand Potter Client:Resource Technologies, Inc. Workorder:34-1436033 Laboratory Contact Information (801) 266-7700 alslt.lab@ALSGlobal.com www.alsslc.com ALS Environmental 960 W Levoy Drive Salt Lake City, Utah 84123 Phone: Email: Web: The results provided in this report relate only to the items tested. Samples were received in acceptable condition unless otherwise noted. Samples have not been blank corrected unless otherwise noted. This test report shall not be reproduced, except in full, without written approval of ALS. General Lab Comments ALS provides professional analytical services for all samples submitted. ALS is not in a position to interpret the data and assumes no responsibility for the quality of the samples submitted. All quality control samples processed with the samples in this report yielded acceptable results unless otherwise noted. ALS is accredited for specific fields of testing (scopes) in the following testing sectors. The quality system implemented at ALS conforms to accreditation requirements and is applied to all analytical testing performed by ALS. The following table lists testing sector, accreditation body, accreditation number and website. Please contact these accrediting bodies or your ALS project manager for the current scope of accreditation that applies to your analytical testing. Testing Sector Accreditation Body Certificate Number Website Environmental ACLASS (DoD ELAP) Utah (NELAC) Nevada Oklahoma Iowa Florida (TNI) ADE-1420 DATA1 UT00009 UT00009 IA# 376 E871067 http://www.aclasscorp.com http://health.utah.gov/lab/labimp/ http://ndep.nv.gov/bsdw/labservice.htm http://www.deq.state.ok.us/CSDnew/ http://www.iowadnr.gov/InsideDNR/RegulatoryWater.aspx http://www.dep.state.fl.us/labs/bars/sas/qa/ Industrial Hygiene 101574 http://www.aihaaccreditedlabs.orgAIHA (ISO 17025 & AIHA IHLAP/ELLAP) Lead Testing: CPSC ACLASS (ISO 17025, CPSC)ADE-1420 http://www.aclasscorp.com Soil, Dust, Paint ,Air AIHA (ISO 17025, AIHA ELLAP and NLLAP) 101574 http://www.aihaaccreditedlabs.org Dietary Supplements ACLASS (ISO 17025)ADE-1420 http://www.aclasscorp.com Texas (TNI)T104704456-11-1 http://www.tceq.texas.gov/field/qa/lab_accred_certif.html (Standard) Page 6 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 ANALYTICAL REPORT Project Manager:Rand Potter Client:Resource Technologies, Inc. Workorder:34-1436033 MDL = Method Detection Limit, a statistical estimate of method/media/instrument sensitivity. RL = Reporting Limit, a verified value of method/media/instrument sensitivity. CRDL = Contract Required Detection Limit Reg. Limit = Regulatory Limit. ND = Not Detected, testing result not detected above the MDL or RL. < This testing result is less than the numerical value. ** No result could be reported, see sample comments for details. U = Qualifier indicates that the analyte was not detected above the MDL. J = Qualifier Indicates that the analyte value is between the MDL and the RL. It is also used to indicate an estimated value for tentatively identified compounds in mass spectrometry where a 1:1 response is assumed. B = Qualifier indicates that the analyte was detected in the blank. E = Qualifier indicates that the analyte result exceeds calibration range. P = Qualifier indicates that the RPD between the two columns is greater than 40%. Result Symbol Definitions Qualifier Symbol Definitions Page 7 of 7 Fri, 01/02/15 12:00 PM ENVREP-V3.8 Phase I Environmental Site Assessment Bridger Vale Drive, Bozeman, Montana WGM Project Number: 18-08-16 Client: Ebbighausen Homes 09.06.2018 1111 East Broadway, Missoula, MT 59802 I OFFICE 406.728.4611 I EMAIL wgm@wgmgroup.com BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment REPORT DATE: 09.06.2018 AUTHOR: Michael J. Smith, PE Environmental Project Engineer WGM Group, Inc. BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment REGULATORY AND TECHNICAL ACRONYMS AAI All Appropriate Inquiry ACBM Asbestos-Containing Building Materials ASTM American Society for the Testing and Materials AST Aboveground Storage Tank AULs Activity and Use Limitations CECRA Comprehensive Environmental Cleanup and Responsibility Act CERCLA Comprehensive Environmental Response, Compensation and Liability Act CERCLIS Comprehensive Environmental Response, Compensation and Liability Information System CORRACTS Corrective Action Report under RCRA CREC Controlled Recognized Environmental Condition DEQ Department of Environmental Quality EPA U.S. Environmental Protection Agency ERNS Emergency Response Notification System ESA Environmental Site Assessment HREC Historical Recognized Environmental Condition LBP Lead-Based Paint LLP Landowner Liability Protection LUST Leaking Underground Storage Tank MDT Montana Department of Transportation MSD Minimum Search Distance MSL Mean Sea Level NFRAP No Further Remedial Action Planned under CERCLA NPL National Priorities List PCB Polychlorinated Biphenyl REC Recognized Environmental Conditions RCRA Resource Conservation and Recovery Act TSDF Treatment, Storage or Disposal Facility for Hazardous Waste USGS United States Geological Survey UST Underground Storage Tank VCRA Voluntary Cleanup and Redevelopment Act WQA Water Quality Act BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment EXECUTIVE SUMMARY In accordance with WGM Group, Inc.’s (WGM) August 22, 2018 contract, WGM performed a Phase I Environmental Site Assessment (ESA) of the Bridger Vale Drive property (Subject Property) in Bozeman, Montana. This ESA is certified for Ebbighausen Homes (Client) and was conducted in accordance with Standard E 1527- 13 issued by the American Society for Testing and Materials (ASTM) and conforms to the U.S. Environmental Protection Agency’s (EPA) Standards and Practices for All Appropriate Inquiries (AAI) - Final Rule, published November 6, 2013. The purpose of this ESA is to identify Recognized Environmental Conditions (RECs), if any, in connection with the Subject Property. A REC, as defined by ASTM Practice E 1527-13, is the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. Environmental conditions determined to be de minimis are not RECs. No RECs were identified in conjunction with the Subject Property. One de minimis condition, the Old Bozeman Landfill facility, was identified. This property is currently part of the East Gallatin Recreation Area located east of the Subject Property, and is a former landfill and “Low Priority” DEQ-CECRA facility. As per ASTM E 1527 13, de minimis conditions are not RECs. WGM's Phase I investigation was performed in accordance with generally accepted practices of the profession undertaken in similar studies at the same time and in the same geographical area, and WGM observed that degree of care and skill generally exercised by the profession under similar circumstances and conditions. BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment CONTENTS 1.0 INTRODUCTION ................................................................................ 1 1.1 PURPOSE ...................................................................................................... 2 1.2 SIGNIFICANT ASSUMPTIONS ............................................................... 2 2.0 LIMITATIONS OF ASSESSMENT AND DATA GAPS .............. 5 3.0 RECORDS REVIEW......................................................................... 7 3.1 PHYSICAL SETTING INFORMATION .................................................. 7 3.2 PREVIOUS ENVIRONMENTAL REPORTS ........................................ 9 3.3 LIENS AND/OR USE LIMITATIONS ................................................... 9 3.4 HISTORICAL USE INFORMATION...................................................... 9 3.5 REGULATORY REVIEW ......................................................................... 11 4.0 SITE RECONNAISSANCE ............................................................ 15 4.1 SITE OBSERVATIONS ............................................................................ 15 4.2 ADJOINING PROPERTIES OBSERVATIONS ................................. 16 4.3 INTERVIEWS ............................................................................................ 17 5.0 DISCUSSIONS AND FINDINGS ................................................... 18 5.1 DATA GAPS ............................................................................................... 18 5.2 RECOGNIZED ENVIRONMENTAL CONDITIONS ......................... 18 5.3 DE MINIMIS CONDITIONS .................................................................... 18 6.0 CONCLUSION ................................................................................20 6.1 OPINIONS AND RECOMMENDATIONS.......................................... 20 7.0 ENVIRONMENTAL PROFESSIONAL STATEMENT .......................................................................................... 22 8.0 REFERENCES ................................................................................. 23 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment APPENDICES A – PROPERTY CARDS B – EXHIBITS C – RECORDS REVIEW DOCUMENTATION D - SITE VISIT PHOTOS E – RESUMES 1 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 1.0 INTRODUCTION In accordance with WGM Group, Inc.’s (WGM) August 22, 2018 contract, WGM performed a Phase I Environmental Site Assessment (ESA) of the Bridger Vale Drive property (Subject Property) in Bozeman, Montana. This ESA is certified Ebbighausen Homes (Client) and was conducted in accordance with Standard E 1527-13 issued by the American Society for Testing and Materials (ASTM) and conforms to the U.S. Environmental Protection Agency’s (EPA) Standards and Practices for All Appropriate Inquiries (AAI) - Final Rule, published November 6, 2013. The Subject Property is located in the northern section of the City of Bozeman, Montana. It is located off Manley Rd and is directly north of Glen Lake - East Gallatin Recreation Area. The Subject Property is a proposed park area that occupies the northeastern corner of a parcel located on Bridger Vale Drive with the Geocode of 06- 0905-31-2-01-18-0000, according to Montana Cadastral. It is 0.69 acres in size and is not occupied. The Subject Property is currently owned by Bridger Vale, LLC and there are no structures on the property. The Montana Cadastral property card for the Subject Property, including a legal description, is included in Appendix A. A location map, site map, and topographic map are included in Appendix B. The purpose of this ESA is to identify Recognized Environmental Conditions (RECs), if any, in connection with the Subject Property. A REC, as defined by ASTM Practice E 1527-13, is the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. Environmental conditions determined to be de minimis are not RECs. A review of regulatory records was obtained from Environmental Data Research, LLC (EDR) and is included in Appendix C. A site visit was completed by WGM staff, Lessa Racow, PLA, ASLA, and the findings were reviewed by WGM’s Environmental Engineer, Michael Smith, PE. The site reconnaissance and existing conditions are discussed in Section 4.0 and site photos are included in Appendix D. 2 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 1.1 PURPOSE The purpose of this ESA is to identify current and historical RECs regarding the Subject Property. ASTM Standard E 152713 states that: “This practice is intended for use on a voluntary basis by parties who wish to assess the environmental condition of commercial real estate considering commonly known and reasonably ascertainable information. While use of this practice is intended to constitute all appropriate inquiry for the purposes of landowner liability protection, it is not intended that its use be limited to that purpose. This practice is intended primarily as an approach to conduct an inquiry designed to identify recognized environmental conditions in connection with a property.” 1.2 SIGNIFICANT ASSUMPTIONS WGM assumes that all information obtained from others regarding the Subject Property is correct and complete, that the Client and the current owner of the property have provided WGM with all reasonably ascertainable prior environmental information concerning the property, and that this report will be read in its entirety. This report is an instrument of service of WGM and includes limited research, a review of specified and reasonably ascertainable listings, and site reconnaissance to identify RECs in general accordance with ASTM Standard E 1527-13; however, this investigation may reflect additional or reduced services or service enhancements requested or authorized by the Client. WGM’s Phase I ESA was performed in accordance with generally accepted practices of the profession undertaken in similar studies at the same time and in the same geographical area, and WGM observed that degree of care and skill generally exercised by the profession under similar circumstances and conditions. This report is not a comprehensive site characterization or regulatory compliance audit and should not be construed as such. The opinions presented in this report are based upon findings derived from site reconnaissance, a review of specified records, and sources and comments made by interviewees. Specifically, WGM does not and cannot 3 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment represent that the Subject Property contains no hazardous or toxic materials, products, or other latent conditions beyond that observed by WGM during its site assessment. Further, the services herein shall in no way be construed, designed, or intended to be relied upon as legal interpretation or advice. 1.2.1 RECS RECs are defined under the ASTM standard as: “the presence or likely presence of any hazardous substances or petroleum products on a site under conditions that indicate an existing release, a past release, or a material threat of release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater or surface water of the property. The term is not intended to include de minimis conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.” 1.2.2 HRECS Historical Recognized Environmental Conditions (HRECs) are defined under the ASTM standard as “a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls).” An HREC may or may not be determined to be a REC for a Subject Property at the time of the investigation. 1.2.3 CRECS Controlled Recognized Environmental Conditions (CRECs) are RECs resulting from a past release of hazardous substances or petroleum products that have been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting 4 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). CRECs are considered to be RECs for a Subject Property at the time of the investigation. 1.2.4 DATA GAPS A data gap is a lack of or inability to obtain information required by ASTM Standard E 1572-13 despite good faith efforts by the environmental professional to gather such information. Data gaps may result from incompleteness in any of the activities required by ASTM Standard E 1572-13, including, but not limited to site reconnaissance (for example, an inability to conduct the site visit), and interviews (for example, an inability to interview the key site manager, regulatory officials, etc.). 5 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 2.0 LIMITATIONS OF ASSESSMENT AND DATA GAPS This ESA was conducted solely for the Client and is nontransferable. The Client may not assign, transfer, or convey this ESA to another person or entity without the prior written consent of WGM. No person or entity who is not a party to this contract may rely on this ESA for any purpose. There are inherent limitations associated with ESAs. For example, this ESA did not include any inquiry with respect to radon, methane, asbestos, mold, lead in drinking water, or other services or potential conditions or features not specifically identified and discussed herein. WGM is providing information about some of the limitations inherent with this ESA solely to assist the Client with identifying and thereby managing some of the risks. These risks can potentially be mitigated—but never completely eliminated—through additional research. WGM will, upon the Client’s request, advise the Client of the additional research which the Client may want to consider and the associated costs. If the Client does not request the additional research or if the Client does not ask about the additional research that can be done, then WGM will not do the additional research. In those instances where additional services or service enhancements are included in the report as requested or authorized by the Client, some of the specific limitations attendant to those services are presented in the text of the report itself. The findings and opinions conveyed via this ESA report are based upon information obtained at a particular date from a variety of sources enumerated herein, and which WGM believes are reliable. Nonetheless, WGM cannot and does not warrant the authenticity or reliability of the information sources it has relied upon. This report represents WGM’s service to the Client as of the report date. In this regard, the report constitutes WGM’s final document, and the text of the report may not be altered in any manner after final issuance of the same. Opinions relative to 6 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment environmental conditions given in this report are based upon information derived from the most recent site reconnaissance date and from other activities described herein. The Client is herewith advised that the conditions observed by WGM are subject to change. Certain indicators of the presence of hazardous materials may have been latent or not present at the time of the most recent site reconnaissance and may have subsequently become observable. In a similar manner, the research effort conducted for a Phase I investigation is limited. Accordingly, it is possible that WGM Group’s research, while fully appropriate for an ESA and in compliance with the scope of services, may not include other important information sources. Assuming such sources exist, their information could not have been considered in the formulation of our findings and conclusions. This report is not a comprehensive site characterization or regulatory compliance audit and should not be construed as such. The opinions presented in this report are based upon findings derived from site reconnaissance, a review of specified records, and sources and comments made by interviewees. Specifically, WGM does not and cannot represent that the Subject Property contains no hazardous or toxic materials, products, or other latent conditions beyond that observed by WGM during its site assessment. Further, the services herein shall in no way be construed, designed, or intended to be relied upon as legal interpretation or advice. 7 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 3.0 RECORDS REVIEW WGM obtained and reviewed historical records to assist in identification of RECs regarding the Subject Property. 3.1 PHYSICAL SETTING INFORMATION The Subject Property is located in the northern section of the City of Bozeman, in Gallatin County, Montana. It is located off Manley Rd, 0.76 miles north of US Interstate Highway 90 (I-90), 0.36 miles directly east of Frontage Rd, and 0.10 miles directly north of Glen Lake - East Gallatin Recreation Area. The Subject Property is a proposed park area that encompasses a 0.69-acre portion of the parcel identified on Montana Cadastral as Geocode 06-0905-31-2-01-18-0000 (see Exhibit B-2). The Subject Property is currently unoccupied open land, and, according to Montana Cadastral, is categorized as Improved Property – Rural. A location map, site map, and topographic map are included in Appendix B. The physical setting of the Subject Property and adjoining properties were observed during a site visit on August 13, 2018, by WGM staff Lessa Racow, PLA, ASLA, under the supervision of Michael Smith, PE, an Environmental Project Engineer for WGM. Published reports and maps containing information related to topography, soil conditions, and geologic features were also reviewed. This information was used to predict contaminant movement in the environment. The overall condition of the site was observed to be good. 3.1.1 TOPOGRAPHY A topographic map for the Subject Property and nearby vicinity was obtained from Montana Digital Library. The site is located in southwestern Montana in the Gallatin Valley. The Subject Property is relatively flat; elevations range from approximately 4,687 to 4,693 ft above mean sea level. A topographic map of the Subject Property is included in Appendix B. 8 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 3.1.2 REGIONAL AND SITE GEOLOGY/HYDROGEOLOGY The Gallatin Valley is framed by exposed bedrock mountain ranges on the north, south, east, and southwest. The most productive aquifer of the Gallatin Valley is the West Gallatin Alluvium which is comprised of sand, gravel, and cobbles deposited by the river on top of the valley bedrock. The aquifer extends from the Gallatin Canyon (south of Gallatin Gateway) to Manhattan, Montana. Alluvium sediments of sand and gravels can be up to 400 feet thick. Generally, groundwater flows from southeast to northwest across the Gallatin Valley. The Montana Bureau of Mines and Geology (MBMG) Ground-Water Information Center (GWIC) database contains records for 47 wells in Section 31 of Township 1 South, Range 6 East. Most of the wells identified by MBMG GWIC are reported to be used as “domestic wells,” with others identified as “public water supply,” “geotech,” “unknown,” or “other.” Well depths range from 15 to 260 feet below ground surface (ft bgs) with an average depth of approximately 94 ft bgs. No specific information is available about the direction of groundwater flow at the Subject Property, however, based on the local topography and the orientation and influence of the Gallatin River, shallow groundwater flow at the Subject Property is assumed to be west to northwest. 3.1.3 SOIL CONDITIONS The majority of the Subject Property is underlain by Threeriv-Bonebasin loam which is described as not prime farmland. The Threeriv-Bonebasin soil unit is derived from alluvium parent material and is commonly found on floodplains. The soil unit is comprised of organic material ‘muck’ and loam textured soils at the top of the profile; the deeper horizons of the soil profile contain coarser materials of sand and gravels. Threeriv-Bonebasin loam unit is classified as very poorly drained and contains very low salinity. A small portion of the northeastern corner of the Subject Property has Enbar loam soils which is considered prime farmland soil and is also commonly found on floodplain landforms. The top of Enbar loam soil profile contains loam and descends to sandy loam and very gravelly loamy sand. Threeriv- 9 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Bonebasin loam soils are classified as somewhat poorly drained and contain very low salinity. These soil units are described in greater detail in the Custom Soil Resource Report that was generated from the Natural Resources Conservation Service (NRCS) database and is included in Appendix C. 3.2 PREVIOUS ENVIRONMENTAL REPORTS No previous environmental reports associated with the Subject Property were identified. 3.3 LIENS AND/OR USE LIMITATIONS No environmental liens or activity and use limitations were identified with respect to the Subject Property. 3.4 HISTORICAL USE INFORMATION Historical use information for the Subject Property and adjoining properties was obtained by reviewing reasonably available and ascertainable historical sources including but not limited to: • Interviews, • Sanborn maps, • City directories, • Aerial photographs, • Previous studies, and • Additional sources listed below. This information is used to identify the likelihood that historical uses may have led to potential RECs in connection with the Subject Property. 10 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 3.4.1 SANBORN FIRE INSURANCE MAPS From 1867 to the 1970s, the Sanborn Map Company produced maps to aid in the assessment of fire insurance liability for urbanized commercial and industrial districts in the United States. The maps included property boundaries, building locations, street names and natural features, and have become a valuable resource for historical research. EDR searched the Sanborn Map database for this report. No Sanborn maps were identified for the Subject Property. 3.4.2 CITY DIRECTORIES City Directories for the Subject Property and vicinity were reviewed to evaluate the past use and activities over time and the potential for RECs. City Directories from 1984 through 2014 for Manley Rd were identified and reviewed. Based on that review, the occupied parcels near the subject property appear to have generally been used for commercial or residential purposes. No listings with an exact match for the Subject Property were listed in the City Directories provided by EDR. Copies of the City Directory images are provided in Appendix B. No RECs were identified during the review of city directories. 3.4.3 AERIAL PHOTOS Reasonably available aerial images of the Subject Property and vicinity were reviewed to evaluate the Subject Property over time and the potential for RECs. Aerial photographs from 1995 through 2014 were reviewed. Copies of these aerial photographs are provided in Appendix C. All the historical aerial photos show the Subject Property as vacant. The remainder of the parcel containing the Subject Property also appears to have changed very little in the same time frame, except for what appears to be a residence located on the property prior to October 2004. The review of aerial photographs indicates that the general layout and characteristics of the Subject Property and adjoining properties have not changed significantly since at least 1995. A description of current property use is included in Section 4.0. No RECs were identified during the review of aerial photographs. 11 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 3.5 REGULATORY REVIEW The purpose of the regulatory records review is to assess reasonably available records that will help identify potential RECs in connection with the Subject Property. In Montana, these records are chiefly maintained by the EPA and the Montana Department of Environmental Quality (DEQ). Some records pertain not only to the Subject Property, but also to properties within an additional approximate search distance in order to help assess the likelihood of potential environmental concerns from migrating hazardous substances of petroleum products. Unless stated otherwise, the approximate minimum search distances used are specified in ASTM E 1527-13. A search of available federal and state environmental records was completed using the sources cited in Section 8.0, including the specific government records searched by EDR (included in Appendix C) and the online-accessible EPA, DEQ, and local databases. A description of each facility identified during the database searches follows the summary table below. DATABASE REVIEW: REGULATED FACILITIES IN VICINITY OF SUBJECT PROPERTY Search Radius Data Source Quantity1 0.5 miles State and Tribal LUST 1 0.5 miles State and Tribal Equivalent CERCLIS (CECRA) 1 1 Sites that were not found to be located within the minimum search distance are not listed in the table. 3.5.1 MONTANA AND TRIBAL LUST FACILITIES The Bozeman Service Center, located at 121 E. Griffin St, 0.47 miles south- southeast of the Subject Property, was identified by the EDR database search as LUST site. According to the DEQ database, this facility is a former automobile service station that had three underground storage tanks. During tank removal activities in October 1989, evidence of a release was identified. All of the tanks were 12 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment removed and the release was resolved to the satisfaction of the DEQ in February 1990. No institutional controls were instituted, and the site is closed. Based on the closed status of the facility, the date of the reported release, and the distance from the Subject Property, the Bozeman Service Center LUST site is not considered a REC associated with the Subject Property. 3.5.2 MONTANA CECRA FACILITIES Montana Comprehensive Environmental Cleanup and Responsibility Act (CECRA) facilities are the state equivalent of CERCLIS sites and are referred to as State Superfund sites. Two DEQ CECRA facilities were identified in the EDR database search; however, only the Bozeman Old City Landfill is located within the ASTM- recommended search distance. The Bozeman Old City Landfill is located approximately 0.25 miles southeast of the Subject Property in the East Gallatin Recreation Area. This facility is ranked “Low Priority” by the DEQ. The following information was excerpted from the DEQ website: Bozeman Old City Landfill, north of Griffin Drive in Bozeman, is an inactive, approximately 30-acre municipal landfill which operated from 1962 to 1970. The city now leases the site to Montana Department of Fish, Wildlife & Parks as part of the East Gallatin Recreation Area (formerly known as Glen Lake). Because of the old landfill's proximity to the public swimming lake and the East Gallatin River, concern exists about the possibility of landfill leachate affecting groundwater and surface water. A 1983 CERCLA preliminary assessment summarized the contamination potential from landfill leachate and indicated a site investigation was warranted. During the 1983 site investigation, EPA consultants sampled soils, groundwater from nearby domestic wells, and sediments and surface water of Glen Lake and East Gallatin River. No contamination was 13 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment detected in groundwater, and no significant exceedances of background values were found in soils. Some surface water and sediment samples contained very low levels of a few organic and inorganic compounds. None of the contaminant levels were considered significant. Based on investigation and health risk assessment results, EPA declared the facility "No Further Action" under CERCLA. In 1988-89, Gallatin Conservation District applied for and received a grant to: cover, contour and revegetate the old landfill to reduce dust, infiltration, and direct contact hazard; stabilize the East Gallatin river banks to reduce erosion in the landfill vicinity; conduct weed control; and perform water quality monitoring of groundwater and the lake. Contractors for the District completed the work in 1991. From 1988 through 1991, MDHES conducted annual sampling of the lake and groundwater via a network of monitoring wells installed around the old landfill. Most of the organic compounds detected in 1983 were not detected in the more recent sampling events. Occasionally some of the wells showed very low levels of a few organic compounds. This is not unusual given the urban setting and nearby industrial areas along Rouse and Griffin Drives. No exceedances of primary drinking water standards have been found. Based on the regulatory status of this facility, combined with the results of the historical investigations reported on the DEQ website, this site is considered a de minimis condition for the Subject Property. A de minimis condition is not a REC. The other CECRA facility identified by EDR is the Mercer Post Plant, 0.57 miles south east of the Subject Property at 2001 N Rouse. This facility is located just beyond the ASTM-recommended search distance, but was identified in the EDR report, and is included in this report because the facility is still listed on the DEQ CECRA List. This facility is also a “Low Priority” facility. According to the DEQ website, this facility is an inactive, former wood treating facility which operated 14 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment from at least 1971 (probably earlier) to 1974. It was a small, one-vat operation which used pentachlorophenol (PCP) to treat posts. A 1987 preliminary assessment noted the former use of PCP at the site and recommended a site inspection. A 1989 site inspection and preliminary reassessment found no visual evidence of contamination. EPA declared the facility "No Further Action" under CERCLA. The DEQ -CECRA program is now the lead regulatory program for the site. As mentioned above, the site is considered a “Low Priority” facility. A site history and some sampling may be needed before the facility can be considered for "No Further Action" status under CECRA. Based on the regulatory involvement at this facility, the “Low Priority” status, the distance from the Subject Property, the size of the former facility, and the delisting of the facility by EPA, this site is not considered a REC for the subject property. 15 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 4.0 SITE RECONNAISSANCE The objective of the site reconnaissance is to obtain information indicating the likelihood of identified RECs in connection with the Subject Property that are not obstructed by bodies of water, adjacent buildings, or other obstacles. 4.1 SITE OBSERVATIONS The Subject Property and adjoining properties were visually observed on August 24, 2018 by WGM staff Lessa Racow, PLA, ASLA under the supervision of Michael J. Smith, PE, an Environmental Engineer for WGM. The purpose of site reconnaissance was to obtain information indicating the potential presence of RECs in connection with the Subject Property. 4.1.1 SITE OVERVIEW AND CURRENT USE The Subject Property is located in Gallatin County, Montana, off Manley Rd, north of the of Glen Lake - East Gallatin Recreation Area. Appendix B includes a location map, site map, topographic map, and site visit map. The perimeter of the property is surrounded by barb wire fencing and the interior is cross fenced, creating two pastures. Vegetation consists of pasture grasses and some weeds. White tail deer were observed on site, and fresh bear scat was found in the North East corner of the site. No structures were observed on the proposed parkland portion of the property. An abandoned shed was observed on the west south-west corner of the overall parcel. Nothing indicating a past use other than agriculture or stock grazing was observed on site. Along the Southeast section of the property, two stakes labeled MW#2 and an overturned 5-gallon bucket were observed. Under the bucket was a pipe extending up from the ground. (see Site Photos in Appendix D). It is believed that this is likely a monitoring well associated with the Old Bozeman Landfill facility (see Section 3.5.2 for details). Further north, along the eastern edge of the property and just across the property line to the east, a second well labeled MW#3 was observed. 16 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Adjoining land uses consist of an active farm to the north, parkland to the east and south, and commercial and single-family residential properties to the west. A large area of construction debris was observed adjacent-east of the proposed park area. This debris consisted of Hardie Plank siding, timbers, and stone. A map of the details identified during site reconnaissance is included as Exhibit B-4 in Appendix B. No RECs were identified during site reconnaissance. 4.1.2 DESCRIPTION OF SPECIFIC SITE FEATURES SOURCE OF DRINKING WATER/WELLS No water source for the Subject Property was observed. It is noted that, while the parcel containing the Subject Property is not currently within City of Bozeman City Limits, it borders the city limits on three sides (east, south, and west). SEWAGE DISPOSAL/SEPTIC SYSTEM No sewage disposal system for the Subject Property was observed. PITS, PONDS, OR LAGOONS No pits, ponds, or lagoons were observed on the property. STORMWATER No stormwater was observed on the Subject Property. 4.2 ADJOINING PROPERTIES OBSERVATIONS Reconnaissance of adjoining properties was performed by viewing land use from legal boundaries and reviewing aerial photos and Montana Cadastral records. Adjoining properties were visually examined from public access rights-of-way to make a cursory assessment of the current land use and its potential for RECs that may have an impact on the Subject Property. 17 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Adjoining properties include recreational areas with some light commercial and residential areas nearby. Based on observations of adjoining properties and associated research, there are no apparent RECs with the potential to impact the Subject Property. 4.3 INTERVIEWS A key site manager is defined in ASTM E 1527-13 as a person “having good knowledge of the uses and physical characteristics of the property.” No Key Site Manager was identified for the Subject Property for the purposes of this ESA report. It is noted that there are currently no occupants of the Subject Property, either residential or commercial in nature, and historical research found no record of occupancy for the Subject Property to date. Therefore, no interviews of occupants or of a Key Site Manager were conducted for this investigation. Based on the nature of the property and the information collected regarding historical uses, this is not considered a “data gap” as defined by ASTM E 1527-13 for the Subject Property. 18 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 5.0 DISCUSSION AND FINDINGS This Phase I ESA investigation included records review, site reconnaissance, personnel interviews, review of historical maps, and permit reviews intended to assess the environmental condition of commercial real estate taking into account commonly known and reasonably ascertainable information. 5.1 DATA GAPS A data gap is the lack of or inability to obtain information required by ASTM Standard E 1527-13 despite good faith efforts to gather such information. Data gaps may result from incompleteness in any of the activities required by ASTM Standard E 1527-13, including, but not limited to, site reconnaissance. No data gaps were identified in this investigation. 5.2 RECS RECs are defined under the ASTM standard as: “the presence or likely presence of any hazardous substances or petroleum products on a site under conditions that indicate an existing release, a past release, or a material threat of release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater or surface water of the property. The term is not intended to include de minimis conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.” No RECs were identified for the Subject Property in this investigation. 5.3 DE MINIMIS CONDITIONS De minimis conditions are defined under the ASTM standard as conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention 19 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment of appropriate governmental agencies. Conditions determined to be de minimis conditions are not RECs. One de minimis condition was identified during this assessment. The Old Bozeman Landfill is a Montana DEQ-CECRA facility located just east of the Subject Property. This facility is considered a “Low Priority” facility by DEQ and is not currently assigned a Project Officer with the DEQ. This facility has received a “No Further Action” status by the EPA, and no active investigations are currently underway. Based on the regulatory status of this facility combined with the results of the historical investigations reported on the DEQ website, this site is considered a de minimis condition for the Subject Property. A de minimis condition is not a REC. 20 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 6.0 CONCLUSIONS On behalf of the Client, WGM conducted an ESA of the proposed park area portion of the parcel located on Bridger Vale Drive in Bozeman, Montana. This ESA was conducted in general accordance with ASTM Standard E 1527-13 and conforms to the EPA’s Standards and Practices for AAI – Final Rule published November 2013. Any exceptions to or deletions from this practice are presented in the appropriate sections of this report. No RECs, as defined by ASTM Practice E 1527-13, were identified for the Subject Property during this ESA. 6.1 OPINION AND RECOMMENDATIONS WGM’s ESA was performed in accordance with generally accepted practices of the profession undertaken in similar studies at the same time and in the same geographical area, and WGM observed that degree of care and skill generally exercised by the profession under similar circumstances and conditions. WGM recommends that the de minimis condition identified during the investigation be considered in the future plans for the property and be addressed accordingly. Based on the findings of this ESA, it is WGM’s opinion that there is no presence or likely presence of any hazardous substances or petroleum products on the Subject Property under conditions that indicate an existing release, a past release, or a material threat of release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. Therefore, it is the opinion of WGM that no substantive RECs exist at the Subject Property. Further, it is WGM’s opinion that no further assessment relative to presence or likely presence of hazardous substances and petroleum products on the Subject Property is warranted. 21 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment WGM's ESA was performed in accordance with generally accepted practices of the profession undertaken in similar studies at the same time and in the same geographical area, and WGM observed that degree of care and skill generally exercised by the profession under similar circumstances and conditions. 22 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 7.0 ENVIRONMENTAL PROFESSIONAL STATEMENT I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in 312.10 of 40 CFR 312 and I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the Subject Property. I have developed and performed the all appropriate inquiry in conformance with the standards and practices set forth in 40 CFR Part 312. 9/6/2018 Michael J. Smith, P.E. Environmental Project Engineer WGM Group, Inc. 23 BRIDGE VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment 8.0 REFERENCES American Society for Testing and Materials (ASTM) International. ASTM Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (ASTM E 1527-13). <www.astm.org>. DEQ. Mapping DEQ’s Data. <http://svc.mt.gov/deq/dst/#/home>. EDR. Accessed August 24, 2018. <www.edrnet.com>. EPA. US Environmental Protection Agency. < https://www.epa.gov/>. Google Earth Pro. Accessed August 30 through September 5, 2018. Kendy, E. and R. E. Tresch. Geographic, Geologic, and Hydrologic Summaries of Intermontane Basins of the Northern Rocky Mountains, Montana, U. S. Geological Survey Water-Resources Investigations Report 96-4025. 1996. United States Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS). Custom Soil Resource Report. Web Soil Survey at <http://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm>. Accessed September 4, 2018. BRIDGER VALE, DRIVE - BOZEMAN Phase I Environmental Site Assessment APPENDIX A PROPERTY CARDS 8/24/2018 PrintPropertyRecordCard http://svc.mt.gov/msl/MTCadastral/PrintPropertyRecordCard/GetPropertyRecordCardData?Geocode=06090531201180000&year=2018 1/3 Property Record Card Summary Primary Information Property Category:RP Subcategory:Real Property Geocode:06-0905-31-2-01-18-0000 Assessment Code:000RFH7935 Primary Owner:PropertyAddress:MANLEY RD BRIDGER VALE LLC BOZEMAN, MT 59715 PO BOX 930 COS Parcel: MANHATTAN, MT 59741-0930 NOTE: See the Owner tab for all owner information Certificate of Survey:157 Subdivision: Legal Description: S31, T01 S, R06 E, C.O.S. 157, REM TRACT SW4 6.472AC Last Modified:7/13/2018 12:32:32 PM General Property Information Neighborhood:206.003.N Property Type:IMP_R - Improved Property - Rural Living Units:0 Levy District:06-235004-7R 04 Zoning:Ownership %:100 Linked Property: No linked properties exist for this property Exemptions: No exemptions exist for this property Condo Ownership: General:0 Limited:0 Property Factors Topography:Fronting: Utilities:Parking Type: Access:2 Parking Quantity: Location:Parking Proximity: Land Summary Land Type Acres Value Grazing 0.000 00.00 Fallow 0.000 00.00 Irrigated 0.000 00.00 Continuous Crop 0.000 00.00 Wild Hay 0.000 00.00 Farmsite 0.000 00.00 ROW 0.000 00.00 NonQual Land 0.000 00.00 Total Ag Land 0.000 00.00 Total Forest Land 0.000 00.00 Total Market Land 6.472 222,525.00 Deed Information: Deed Date Book Page Recorded Date Document Number Document Type 11/22/2017 11/22/2017 2599473 Quit Claim Deed 5/27/2015 5/27/2015 2512440 Warranty Deed 3/13/2001 2032 391D 8/24/2018 PrintPropertyRecordCard http://svc.mt.gov/msl/MTCadastral/PrintPropertyRecordCard/GetPropertyRecordCardData?Geocode=06090531201180000&year=2018 2/3 7/16/1993 133 4580 7/7/1993 133 3225 1/4/1993 128 4248 Owners Party #1 Default Information:BRIDGER VALE LLC PO BOX 930 Ownership %:100 Primary Owner:"Yes" Interest Type:Fee Simple Last Modified:12/6/2017 8:18:50 AM Other Names Other Addresses Name Type Appraisals Appraisal History Tax Year Land Value Building Value Total Value Method 2018 222525 430 222955 COST 2017 222525 430 222955 COST 2016 206650 390 207040 COST Market Land Market Land Item #1 Method:Acre Type:1 - Primary Site Width: Depth: Square Feet:00 Acres:6.472 Valuation Class Code:2101 Value:222525 Dwellings Existing Dwellings No dwellings exist for this parcel Other Buildings/Improvements Outbuilding/Yard Improvement #1 Type:Residential Description:AAP4 - Pole Frame Bldg, 1 side open, wood Quantity:1 Year Built:1920 Grade:A Condition:Functional:Class Code:3301 Dimensions Width/Diameter: Length: Size/Area:231 Height: Bushels: Circumference: Commercial Existing Commercial Buildings No commercial buildings exist for this parcel 8/24/2018 PrintPropertyRecordCard http://svc.mt.gov/msl/MTCadastral/PrintPropertyRecordCard/GetPropertyRecordCardData?Geocode=06090531201180000&year=2018 3/3 Ag/Forest Land Ag/Forest Land No ag/forest land exists for this parcel BRIDGER VALE, DRIVE - BOZEMAN Phase I Environmental Site Assessment APPENDIX B EXHIBITS I-90 Bozeman D Sedan Logan Menard Anceney Maudlow Trident Bozeman BelgradeChurchill Clarkston Manhattan Amsterdam Sappington Three Forks West Yellowstone Gallatin Gateway Big Sky Meadow Village State of Montana, USA Gallatin County, MT Subject Property Subject Property 0 0.5 1 1.50.25 Miles EXHIBIT B-1Phase I Location Map Bridger Vale Drive Property Bozeman, MT 59715 1111 E. Broadway | Missoula, MT 59802www.wgmgroup.com Disclaimer: This map is neither a legally recorded map nor a survey and is not intended to be used assuch. WGM Group does not guarantee the accuracy, current status, or completeness of the materialcontained herein and is not responsible for any misuse or misrepresentation of this information or itsderivatives. This map is a graphic representation and is to be used for general planning purposes only. Gallatin County1S 6E2016 Aerial01_LocationMap.mxd LOC:TR:BASE:FILE: PROJ MGR:DRAWN BY:PROJ:DATE: MSEC18-08-1608/31/2018 OLD MARSHHOLDINGS LLC DOUBLE S PROPERTIES LLC BACKCHECK LLC DHEIN SUNFISH PARKCOMMUNITY ASSOCIATION INC CITY OF BOZEMAN HILLMAN MELVIN L & SANDRA L VARNAIBLACKBURN WHEELER PICKENS M532MT LLC STATE OF MONTANAMANLEY RDTURTLE WAY GALLATIN PARK DR GALLATIN PARK DR É Subject Property Owner Parcels010020030040050Feet 1111 E. B roadway | Missoula, MT 59802www.w gmgroup.co m Disclaimer: This map is neither a legally recorded map nor a survey and is notintended to be used as such. WGM Group does not guarantee the accuracy,current status, or completeness of the material contained herein and is notresponsible for any misuse or misrepresentation of this information or itsderivatives. This map is a graphic representation and is to be used for generalplanning purposes only. Gallatin County1S 6E2016 Aerial02_SiteMap.mxd LOC:TR:BASE:FILE: PROJ MGR:DRAWN BY:PROJ:DATE: MSEC18-08-1608/28/2018 EXHIBIT B-2 Phase I Site Map Bridger Vale Drive Property Bozeman, MT 59715 Glen Lake Park Park with Pasture Grasses Farm Building MaterialDebris Piles Run-InShed Barb WireFence D D DBarb WireCross Fencing MW #3 Stake& Pipe Tall, Stressed Weeds MW #2 Stakes & Pipe(Covered with Bucket) Park White Tail Deer& Bear Habitat(scat observed) Barb WireFenceVacant Ag Land É Subject Property00.2 0.4 0.60.1 Miles 1111 E. B roadway | Missoula, MT 59802www.w gmgroup.co m Disclaimer: This map is neither a legally recorded map nor a survey and is notintended to be used as such. WGM Group does not guarantee the accuracy,current status, or completeness of the material contained herein and is notresponsible for any misuse or misrepresentation of this information or itsderivatives. This map is a graphic representation and is to be used for generalplanning purposes only. Gallatin County1S 6E2016 Aerial03_TopoMap.mxd LOC:TR:BASE:FILE: PROJ MGR:DRAWN BY:PROJ:DATE: MSEC18-08-1608/31/2018 EXHIBIT B-3 Phase I Topo Map Bridger Vale Drive Property Bozeman, MT 59715 BRIDGER VALE, DRIVE - BOZEMAN Phase I Environmental Site Assessment APPENDIX C RECORDS REVIEW DOCUMENTATION FORM-LBD-RG ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Bridger Vale Drive LLC Manley Rd Bozeman, MT 59715 Inquiry Number: 5405376.2s August 24, 2018 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 14 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-5 Physical Setting Source Map A-16 Physical Setting Source Map Findings A-18 Physical Setting Source Records Searched PSGR-1 TC5405376.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist fromother sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS MANLEY RD BOZEMAN, MT 59715 COORDINATES 45.7067880 - 45˚ 42’ 24.43’’Latitude (North): 111.0394700 - 111˚ 2’ 22.09’’Longitude (West): Zone 12Universal Tranverse Mercator: 496927.6UTM X (Meters): 5061253.5UTM Y (Meters): 4697 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 6057126 BOZEMAN, MTTarget Property Map: 2014Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20150911Portions of Photo from: USDASource: 5405376.2s Page 2 5 DEVELOPMENTAL TECHNO NORTH EDGE 1410 N RO SHWS, DEL SHWS, REM RPROGRAM Higher 5039, 0.954, SSE 4 BRIDGER DRIVE 705/707/709 BRIDGER DEL SHWS, REM RPROGRAM, WQA Higher 3378, 0.640, ESE 3 MERCER POST PLANT 2001 N ROUSE SHWS, DEL SHWS, REM RPROGRAM Higher 3014, 0.571, SE 2 BOZEMAN SERVICE CENT 121 E GRIFFIN DR LUST, UST Higher 2510, 0.475, SSE 1 BOZEMAN OLD CITY LAN N OF GRIFFIN DRIVE E SHWS, DEL SHWS, REM RPROGRAM Higher 1315, 0.249, ESE MAPPED SITES SUMMARY Target Property Address: MANLEY RD BOZEMAN, MT 59715 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 4 US INST CONTROL Sites with Institutional Controls Federal ERNS list ERNS Emergency Response Notification System State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Management Facilities List State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing UST Statewide UST Underground Storage Tank List AST Above Ground Storage Tanks INDIAN UST Underground Storage Tanks on Indian Land State and tribal institutional control / engineering control registries INST CONTROL Response Action List State and tribal voluntary cleanup sites VCP Voluntary Cleanup & Redevelopment Act Registry INDIAN VCP Voluntary Cleanup Priority Listing State and tribal Brownfields sites BROWNFIELDS Brownfields Site Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Recycling Facilities INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register CDL Clandestine Drug Labs HIST CDL Clandestine Drug Lab Listing US CDL National Clandestine Laboratory Register EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 5 Local Land Records LIENS 2 CERCLA Lien Information Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS Hazardous Material Spills Report Other Ascertainable Records RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System ECHO Enforcement & Compliance History Information DOCKET HWC Hazardous Waste Compliance Docket Listing UXO Unexploded Ordnance Sites FUELS PROGRAM EPA Fuels Program Registered Listing MINES Abandoned and Inactive Mines Database AIRS Emissions Inventory Listing ASBESTOS ASBESTOS COAL ASH Coal Ash Disposal Site Listing DRYCLEANERS Drycleaner Facility Listing EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 6 Financial Assurance Financial Assurance Information Listing REM RPROGRAM Remediation Response Site Database WQA WQA Site Ranking List EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Auto EDR Exclusive Historical Auto Stations EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS State- and tribal - equivalent NPL SHWS: The State Hazardous Waste Sites records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. The data come from the Department of Environmental Quality’s Non-NPL Sites for Montana. A review of the SHWS list, as provided by EDR, and dated 06/10/2018 has revealed that there are 3 SHWS sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BOZEMAN OLD CITY LAN N OF GRIFFIN DRIVE E ESE 1/8 - 1/4 (0.249 mi.) 1 8 MERCER POST PLANT 2001 N ROUSE SE 1/2 - 1 (0.571 mi.) 3 10 DEVELOPMENTAL TECHNO NORTH EDGE 1410 N RO SSE 1/2 - 1 (0.954 mi.) 5 12 EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 7 State and tribal leaking storage tank lists LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Quality’s Leaking Underground Storage Tank List for Montana. A review of the LUST list, as provided by EDR, and dated 07/02/2018 has revealed that there is 1 LUST site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BOZEMAN SERVICE CENT 121 E GRIFFIN DR SSE 1/4 - 1/2 (0.475 mi.) 2 10 Facility Id: 1601185 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites DEL SHWS: A list of sites that have been delisted from the CECRA Priority List. A review of the DEL SHWS list, as provided by EDR, and dated 06/10/2018 has revealed that there are 4 DEL SHWS sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BOZEMAN OLD CITY LAN N OF GRIFFIN DRIVE E ESE 1/8 - 1/4 (0.249 mi.) 1 8 MERCER POST PLANT 2001 N ROUSE SE 1/2 - 1 (0.571 mi.) 3 10 BRIDGER DRIVE 705/707/709 BRIDGER ESE 1/2 - 1 (0.640 mi.) 4 11 DEVELOPMENTAL TECHNO NORTH EDGE 1410 N RO SSE 1/2 - 1 (0.954 mi.) 5 12 EXECUTIVE SUMMARY TC5405376.2s EXECUTIVE SUMMARY 8 There were no unmapped sites in this report. EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 161 kV50 kV 4920 4 8 8 0 4880 4 84 0 4 8 4 0 4 8 0 0 4800 47204680 4680 4 6804720 472047204 7 2 0 4 72047 6047 6 0 47604760 4760 4760 476 04 7 6 0 47 604 4 8 8 0 4800 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.4720 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 3 NR 2 0 1 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF State and tribal leaking storage tank lists 1 NR NR 1 0 0 0.500LUST 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST TC5405376.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR 0 0 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR NR NR NR NR TPCDL 0 NR NR NR NR NR TPHIST CDL 4 NR 3 0 1 0 1.000DEL SHWS 0 NR NR NR NR NR TPUS CDL Local Land Records 0 NR NR NR NR NR TPLIENS 2 Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPSPILLS Other Ascertainable Records 0 NR NR NR 0 0 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST TC5405376.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR NR NR NR NR TPECHO 0 NR NR NR NR NR TPDOCKET HWC 0 NR 0 0 0 0 1.000UXO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR 0 0 0.250MINES 0 NR NR NR NR NR TPAIRS 0 NR NR NR NR NR TPASBESTOS 0 NR NR 0 0 0 0.500COAL ASH 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR NR NR NR TPREM RPROGRAM 0 NR NR 0 0 0 0.500WQA EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 0 NR NR NR NR 0 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA HWS TC5405376.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPRGA LUST 8 0 5 1 2 0 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC5405376.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 09/16/1983Report Date: 09/16/1983End Date: 08/01/1983Start Date: Detail As Of March 2013: Montana Department of Fish, Wildlife & Parks as par which operated from 1962 to 1970. The city now leases the site to Bozeman, is an inactive, approximately 30-acre municipal landfill April 4, 1996 Bozeman Old City Landfill, north of Griffin Drive inSite Summary: 06/10/2018Retrieve Date Site Summary: Not reportedEMail: (406) 444-6444Phone Work: MDEQ STAFFName: Not reportedAgreement Date: Not reportedPetition Date: Not reportedDelisted Date: LL checked 5/13/2015 by B. Hammer using satellite viewLL Coment: 31P Section: 6ERange: 1STownship: N of Griffin Drive east of Glen LakeLocation: Operated from 1962 to 1970Operation: Glen Lake - East Gallatin Recreation AreaAlias Names: CECRAProgram: 45.704999 / -111.035Lat/Long: BZLFSite ID: REM RPROGRAM: 1/1/1900Referred Date: Not reportedListed: Not reportedProgram Date: 06/10/2018Retrived Date: 1/1/1900Delisted Date: REFRanking Code: WQAProgram: BZLFSite: 9/27/1983Referred Date: 1/2/1983Listed: 1/2/1983Program Date: 06/10/2018Retrived Date: 9/27/1983Delisted Date: Not reportedRanking Code: CERCLAProgram: BZLFSite: DELETED HWS: -111.035Longitude: 45.704999Latitude: Glen Lake - East Gallatin Recreation AreaAlias Names: CECRAProgram: BZLFSite: SHWS: 1315 ft. 0.249 mi. Relative: Higher Actual: 4706 ft. 1/8-1/4 REM RPROGRAMBOZEMAN, MT ESE DEL SHWSN OF GRIFFIN DRIVE EAST OF GLEN LAKE N/A 1 SHWSBOZEMAN OLD CITY LANDFILL S107981983 TC5405376.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01/01/1900Referred: Referred to another programState Rank: 01/01/1900DeListed Date: Not reportedListed Date: Not reportedProgram Date: WQAProgram: 09/27/1983Referred: Not reportedState Rank: 09/27/1983DeListed Date: 01/02/1983Listed Date: 01/02/1983Program Date: CERCLAProgram: Not reportedReferred: Low priorityState Rank: Not reportedDeListed Date: 01/01/1989Listed Date: 05/22/1989Program Date: CECRAProgram: Program: river and lake sediments Very low levels of As, some metals and a few volatile organics inRemark: Not reportedArea Impacted: 0Distance: RecreationistsReceptor: Not reportedMatieral Volume: Not reportedLow Depth: YesObserved: Metals; VolatileContaminant: Surface SedimentSphere: contaminants. Gallatin water and sediments in 1983; 1988-91 sampling shows fewer Low levels of a few organic compounds found in Glen lake and EastRemark: Not reportedArea Impacted: 0Distance: RecreationistsReceptor: Not reportedMatieral Volume: Not reportedLow Depth: YesObserved: Volatile; PhenolicContaminant: Surface WaterSphere: Contaminant: groundwater or surface water. Determine if any contaminants are leaching from landfill intoPurpose: Site Assessment Activities - Entire SiteDescription: BOZEMAN OLD CITY LANDFILL (Continued) S107981983 TC5405376.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CLOSEOpen/Closed?: 3Inactive Tanks: Not reportedActive Tanks: 1601185Facility ID: UST: Trombetta, Michael (19033)DEQ Project Manager: Not reportedPriority: Detail as of 06/16/2014: Address Match, Exact Z4 USPSLat/Long Method: -111.033515Longitude: 45.700051Latitude: 02/01/1990Date Resolved: Not reportedEPA Lead: Not reportedTransfer Date: Not reportedTransfer Agency Lead: 10/11/1989Date of Release: 183Release ID: YesFederally Regulated: 1601185Facility ID: LUST: 2510 ft. 0.475 mi. Relative: Higher Actual: 4724 ft. 1/4-1/2 BOZEMAN, MT SSE UST121 E GRIFFIN DR N/A 2 LUSTBOZEMAN SERVICE CENTER U001879912 2001 N RouseLocation: Operated from 1970 to 1974Operation: Not reportedAlias Names: CECRAProgram: 45.698889 / -111.03139Lat/Long: MRPPSite ID: REM RPROGRAM: 11/17/1987Referred Date: 5/8/1986Listed: 5/8/1986Program Date: 06/10/2018Retrived Date: 11/17/1987Delisted Date: Not reportedRanking Code: CERCLAProgram: MRPPSite: DELETED HWS: -111.03139Longitude: 45.698889Latitude: Not reportedAlias Names: CECRAProgram: MRPPSite: SHWS: 3014 ft. 0.571 mi. Relative: Higher Actual: 4720 ft. 1/2-1 REM RPROGRAMBOZEMAN, MT SE DEL SHWS2001 N ROUSE N/A 3 SHWSMERCER POST PLANT S107982040 TC5405376.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 11/17/1987Referred: Not reportedState Rank: 11/17/1987DeListed Date: 05/08/1986Listed Date: 05/08/1986Program Date: CERCLAProgram: Not reportedReferred: Low priorityState Rank: Not reportedDeListed Date: 01/01/1989Listed Date: 05/22/1989Program Date: CECRAProgram: Program: contamination. Site inspection to determine if there is any evidence of sitePurpose: Site Assessment Activities - Entire SiteDescription: 05/03/1989Report Date: 05/03/1989End Date: 11/17/1987Start Date: Detail As Of March 2013: small, one-vat operation which used pentachloroph operated from at least 1971 (probably earlier) to 1974. It was a an inactive, approximately one-acre wood treating facility which January 10, 1995 Mercer Post Plant, at 2001 North Rouse in Bozeman, isSite Summary: 06/10/2018Retrieve Date Site Summary: Not reportedEMail: (406) 444-6444Phone Work: MDEQ STAFFName: Not reportedAgreement Date: Not reportedPetition Date: Not reportedDelisted Date: LL checked 5/13/2015 by B. Hammer using satellite viewLL Coment: 6P Section: 6ERange: 2STownship: MERCER POST PLANT (Continued)S107982040 REM RPROGRAM: Not reportedReferred Date: 9/9/1991Listed: Not reportedProgram Date: 06/10/2018Retrived Date: 8/11/1992Delisted Date: NFARanking Code: WQAProgram: BRIDSite: DELETED HWS: 3378 ft. 0.640 mi. Relative: Higher Actual: 4719 ft. 1/2-1 WQABOZEMAN, MT ESE REM RPROGRAM705/707/709 BRIDGER DR. BOZEMAN MT. N/A 4 DEL SHWSBRIDGER DRIVE S111099063 TC5405376.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WQAProgram: -111.02597Longitude: 45.70279Latitude: Not reportedAlternate Name: BRIDSite: MT WQA: Not reportedReferred: No further actionState Rank: 08/11/1992DeListed Date: 09/09/1991Listed Date: Not reportedProgram Date: WQAProgram: Program: Cleanup required.Purpose: Notice Letter - Historic hydrocarbon contamination - Entire SiteDescription: Not reportedReport Date: 01/01/1900End Date: 09/01/1991Start Date: Detail As Of March 2013: Not reportedSite Summary: 06/10/2018Retrieve Date Site Summary: Not reportedEMail: (406) 444-6444Phone Work: MDEQ STAFFName: Not reportedAgreement Date: Not reportedPetition Date: 08/11/1992Delisted Date: LL checked 5/13/2015 by B. Hammer using satellite viewLL Coment: 31P Section: 6ERange: 1STownship: 705/707/709 Bridger Dr. Bozeman MT.Location: automotive repairOperation: Not reportedAlias Names: WQAProgram: 45.70279 / -111.02597Lat/Long: BRIDSite ID: BRIDGER DRIVE (Continued)S111099063 DVTCSite: DELETED HWS: -111.03052Longitude: 45.694468Latitude: Not reportedAlias Names: CECRAProgram: DVTCSite: SHWS: 5039 ft. 0.954 mi. Relative: Higher Actual: 4756 ft. 1/2-1 REM RPROGRAMBOZEMAN, MT SSE DEL SHWSNORTH EDGE 1410 N ROUSE AVE N/A 5 SHWSDEVELOPMENTAL TECHNOLOGY S107982029 TC5405376.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01/01/1984Referred: Not reportedState Rank: 01/01/1984DeListed Date: 07/01/1979Listed Date: 07/01/1979Program Date: CERCLAProgram: Not reportedReferred: Low priorityState Rank: Not reportedDeListed Date: 01/01/1989Listed Date: 05/22/1989Program Date: CECRAProgram: Program: Not reportedPurpose: Site Assessment Activities - Site Inspection - Entire SiteDescription: 01/04/1984Report Date: 01/01/1984End Date: 07/30/1983Start Date: Detail As Of March 2013: information on the operation’s start date. The comp facility that ceased operations in 1976. CECRA files have no in Bozeman, is an inactive, approximately 1/4-acre electroplating January, 28, 2018 Developmental Technology, at 1410 North Rouse AvenueSite Summary: 06/10/2018Retrieve Date Site Summary: Not reportedEMail: (406) 444-6444Phone Work: MDEQ STAFFName: Not reportedAgreement Date: Not reportedPetition Date: Not reportedDelisted Date: LL checked 5/13/2015 by B. Hammer using satellite view.LL Coment: 6P Section: 6ERange: 2STownship: North edge 1410 N Rouse AveLocation: Operated from Unk to 1976Operation: Not reportedAlias Names: CECRAProgram: 45.694468 / -111.03052Lat/Long: DVTCSite ID: REM RPROGRAM: 1/1/1984Referred Date: 7/1/1979Listed: 7/1/1979Program Date: 06/10/2018Retrived Date: 1/1/1984Delisted Date: Not reportedRanking Code: CERCLAProgram: DEVELOPMENTAL TECHNOLOGY (Continued) S107982029 TC5405376.2s Page 13 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 0 records.NO SITES FOUNDTC5405376.2s Page 14 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: N/A Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: N/A Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC5405376.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: N/A Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 92 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 05/18/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC5405376.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 05/18/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly TC5405376.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 07/16/2018 Next Scheduled EDR Contact: 11/26/2018 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies TC5405376.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 03/19/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 73 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/27/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly State- and tribal - equivalent NPL SHWS: CECRA (Non-NPL) Priority Sites List State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: 06/10/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 07/18/2018 Number of Days to Update: 36 Source: Department of Environmental Quality Telephone: 406-444-1420 Last EDR Contact: 06/12/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF: Solid Waste Management Facilities List Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 07/12/2018 Date Data Arrived at EDR: 07/18/2018 Date Made Active in Reports: 08/06/2018 Number of Days to Update: 19 Source: Department of Environmental Quality Telephone: 406-444-5294 Last EDR Contact: 07/12/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Varies State and tribal leaking storage tank lists LUST: Leaking Underground Storage Tank List for Montana Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 07/02/2018 Date Data Arrived at EDR: 07/11/2018 Date Made Active in Reports: 08/06/2018 Number of Days to Update: 26 Source: Department of Environmental Quality Telephone: 406-444-5970 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Quarterly INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies TC5405376.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/10/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 04/25/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 04/24/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 04/01/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 05/08/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/13/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies TC5405376.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 05/15/2017 Date Data Arrived at EDR: 05/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 136 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Varies UNREG UST: Non Regulated UST Facility Listing Unregulated tanks Date of Government Version: 02/10/2018 Date Data Arrived at EDR: 03/08/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 106 Source: Department of Environmental Quality Telephone: 406-444-3840 Last EDR Contact: 03/08/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies UST: Statewide UST Underground Storage Tank List Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 06/29/2018 Date Data Arrived at EDR: 07/11/2018 Date Made Active in Reports: 08/06/2018 Number of Days to Update: 26 Source: Department of Environmental Quality Telephone: 406-444-5970 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Quarterly AST: Above Ground Storage Tanks A listing of AST site locations that have applied for assistance from the fund. The Board and the Petroleum Tank Release Cleanup Fund (Fund) were established by the 1989 Montana Legislature to provide adequate financial resources and effective procedures through which tank owners and operators may undertake, and be reimbursed for, cleanup of petroleum contamination and payment to third parties for damages caused by releases from petroleum storage tanks; to assist tank owners and operators in meeting financial assurance requirements under state and federal law governing operation of petroleum storage tanks; to assist in protecting public health and safety and the environment by providing cleanup of petroleum tank releases; and to provide tank owners with incentives to improve petroleum storage tank facilities in order to minimize the likelihood of accidental releases. Date of Government Version: 05/07/2018 Date Data Arrived at EDR: 05/09/2018 Date Made Active in Reports: 05/29/2018 Number of Days to Update: 20 Source: Department of Environmental Quality Telephone: 406-841-5092 Last EDR Contact: 08/02/2018 Next Scheduled EDR Contact: 11/19/2018 Data Release Frequency: Quarterly INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). TC5405376.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/25/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 04/24/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 04/01/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 04/10/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 04/13/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) TC5405376.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/08/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies State and tribal institutional control / engineering control registries INST CONTROL: Response Action List Response Action Sites that have institutional controls in place. Date of Government Version: 12/04/2017 Date Data Arrived at EDR: 12/06/2017 Date Made Active in Reports: 01/11/2018 Number of Days to Update: 36 Source: Department of Environmental Quality Telephone: 406-444-2544 Last EDR Contact: 06/08/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Varies State and tribal voluntary cleanup sites VCP: Voluntary Cleanup & Redevelopment Act Registry Sites involved in the Voluntary Cleanup & Redevelopment program. Date of Government Version: 06/10/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 07/19/2018 Number of Days to Update: 37 Source: Department of Environmental Quality Telephone: 406-444-1420 Last EDR Contact: 06/12/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 06/22/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies State and tribal Brownfields sites BROWNFIELDS: Brownfields Site Listing The Environmental Protection Agency (EPA) defines brownfields as real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Date of Government Version: 06/10/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 07/18/2018 Number of Days to Update: 36 Source: Department of Environmental Quality Telephone: 406-841-5070 Last EDR Contact: 06/12/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly TC5405376.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 03/19/2018 Date Data Arrived at EDR: 03/21/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/20/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: Recycling Facilities A listing of recycling center locations. Date of Government Version: 01/17/2017 Date Data Arrived at EDR: 04/25/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 164 Source: Department of Environmental Quality Telephone: 406-841-5200 Last EDR Contact: 07/20/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 07/17/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: No Update Planned TC5405376.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 08/03/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: No Update Planned CDL: Clandestine Drug Labs Clandestine drug lab locations. Date of Government Version: 06/05/2018 Date Data Arrived at EDR: 06/08/2018 Date Made Active in Reports: 07/19/2018 Number of Days to Update: 41 Source: Department of Environmental Quality Telephone: 406-444-2544 Last EDR Contact: 06/05/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly HIST CDL: Clandestine Drug Lab Listing A listing of clandestine drug lab locations. This listing includes fields and records that the CDL listing does not. It is no longer updated by the state. Date of Government Version: 07/05/2006 Date Data Arrived at EDR: 10/24/2006 Date Made Active in Reports: 11/07/2006 Number of Days to Update: 14 Source: Department of Environmental Quality Telephone: 406-444-5286 Last EDR Contact: 01/02/2008 Next Scheduled EDR Contact: 03/31/2008 Data Release Frequency: No Update Planned DEL SHWS: Delisted List of CECRA Sites A list of sites that have been delisted from the CECRA Priority List. Date of Government Version: 06/10/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 07/18/2018 Number of Days to Update: 36 Source: Department of Environmental Quality Telephone: 406-444-1420 Last EDR Contact: 06/12/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly TC5405376.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 30 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 73 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly SPILLS: Hazardous Material Spills Report Reported spills or hazardous material spills or releases Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 04/17/2018 Date Made Active in Reports: 05/29/2018 Number of Days to Update: 42 Source: Department of Environmental Quality Telephone: 406-431-0014 Last EDR Contact: 08/06/2018 Next Scheduled EDR Contact: 11/19/2018 Data Release Frequency: Quarterly Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. TC5405376.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/17/2018 Next Scheduled EDR Contact: 11/26/2018 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 87 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/27/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 08/03/2018 Next Scheduled EDR Contact: 11/19/2018 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. TC5405376.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/10/2018 Next Scheduled EDR Contact: 11/19/2018 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/21/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 198 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 06/22/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 01/10/2018 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 2 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 30 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Annually RMP: Risk Management Plans TC5405376.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 11/02/2017 Date Data Arrived at EDR: 11/17/2017 Date Made Active in Reports: 12/08/2017 Number of Days to Update: 21 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/20/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 11/19/2018 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 06/01/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 126 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 07/09/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Quarterly TC5405376.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/30/2016 Date Data Arrived at EDR: 09/08/2016 Date Made Active in Reports: 10/21/2016 Number of Days to Update: 43 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/23/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 06/04/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 05/24/2017 Date Data Arrived at EDR: 11/30/2017 Date Made Active in Reports: 12/15/2017 Number of Days to Update: 15 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. TC5405376.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/03/2018 Date Data Arrived at EDR: 04/05/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 07/05/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 03/31/2018 Date Data Arrived at EDR: 04/16/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 74 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 07/09/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Biennially TC5405376.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 12/23/2016 Date Data Arrived at EDR: 12/27/2016 Date Made Active in Reports: 02/17/2017 Number of Days to Update: 52 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 08/01/2018 Next Scheduled EDR Contact: 11/19/2018 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 06/23/2017 Date Data Arrived at EDR: 10/11/2017 Date Made Active in Reports: 11/03/2017 Number of Days to Update: 23 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/20/2018 Next Scheduled EDR Contact: 12/03/2018 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 30 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 08/09/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. TC5405376.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 05/03/2018 Date Data Arrived at EDR: 05/31/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 29 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 05/31/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 03/08/2018 Date Data Arrived at EDR: 03/13/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 87 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 06/20/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Quarterly TC5405376.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 02/21/2018 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 28 Source: EPA Telephone: (303) 312-6312 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 02/25/2018 Date Data Arrived at EDR: 03/17/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 09/30/2016 Date Data Arrived at EDR: 10/31/2017 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 73 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Varies DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 01/04/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 30 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 08/22/2018 Next Scheduled EDR Contact: 12/03/2018 Data Release Frequency: Quarterly ABANDONED MINES: Abandoned and Inactive Mines Database Mine locations and attributes from the Montana Bureau of Mines and Geology (MBMG) Abandoned and Inactive Mines database. This data was compiled by MBMG using the U.S. Bureau of Mines MILS database as a basis. The information was updated during the USDA Forest Service (Region 1) and U.S. Bureau of Land Management mine inventory (conducted from 1992 to 2002). The coordinates and legal descriptions come from sources of varying accuracy. The attributes included here are a subset of those available from the MBMG database. Date of Government Version: 01/17/2014 Date Data Arrived at EDR: 09/16/2015 Date Made Active in Reports: 11/11/2015 Number of Days to Update: 56 Source: Bureau of Mines and Geology Telephone: 406-496-4606 Last EDR Contact: 06/08/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Varies TC5405376.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AIRS: Emissions Inventory Listing Emissions inventory information. Date of Government Version: 04/24/2018 Date Data Arrived at EDR: 04/25/2018 Date Made Active in Reports: 05/29/2018 Number of Days to Update: 34 Source: Department of Environmental Quality Telephone: 406-444-2742 Last EDR Contact: 06/22/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Annually ASBESTOS: Asbestos Notification Listing Asbestos notification sites Date of Government Version: 07/09/2018 Date Data Arrived at EDR: 07/11/2018 Date Made Active in Reports: 08/06/2018 Number of Days to Update: 26 Source: Department of Environmental Quality Telephone: 406-444-6762 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Varies COAL ASH: Coal Ash Disposal Site Listing A listing of coal ash disposal site locations. Date of Government Version: 11/16/2015 Date Data Arrived at EDR: 11/17/2015 Date Made Active in Reports: 01/19/2016 Number of Days to Update: 63 Source: Department of Environmental Quality Telephone: 406-444-1808 Last EDR Contact: 07/12/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Varies DRYCLEANERS: Drycleaner facilities A listing of drycleaner facility locations. Date of Government Version: 10/16/2015 Date Data Arrived at EDR: 12/19/2017 Date Made Active in Reports: 01/11/2018 Number of Days to Update: 23 Source: Department of Environmental Quality Telephone: 406-841-5251 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: No Update Planned Financial Assurance: Financial Assurance Information Listing Financial Assurance information. Date of Government Version: 06/19/2018 Date Data Arrived at EDR: 06/21/2018 Date Made Active in Reports: 07/19/2018 Number of Days to Update: 28 Source: Department of Environmental Quality Telephone: 406-444-2876 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Annually REM RPROGRAM: Remediation Response Site Database A listing of sites included in the Remediation Response Site Database. Date of Government Version: 06/10/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 07/18/2018 Number of Days to Update: 36 Source: Department of Environmental Quality Telephone: 406-444-0474 Last EDR Contact: 06/12/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly WQA: WQA Site Ranking List Sites regulated under the Montana Water Quality Act (WQA) are addressed by the Groundwater Remediation Program. These sites typically require long-term soil, surface water, and/or groundwater remediation and monitoring. This program addresses sites that are not addressed by the Leaking Underground Storage Tank Program, CECRA Program, Permitting and Compliance Division, or other state authorities. TC5405376.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/10/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 07/19/2018 Number of Days to Update: 37 Source: Department of Environmental Quality Telephone: 406-841-5062 Last EDR Contact: 06/12/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives TC5405376.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Quality in Montana. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/08/2014 Number of Days to Update: 191 Source: Department of Environmental Quality Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Quality in Montana. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/03/2014 Number of Days to Update: 186 Source: Department of Environmental Quality Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 04/30/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 06/07/2018 Number of Days to Update: 35 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 08/01/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Quarterly Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. TC5405376.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Daycare Facility List Source: Department of Public Health & Human Services Telephone: 406-444-1742 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland and Riparian Framework Source: Natural Heritage Program Telephone: 406-444-0915 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5405376.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC5405376.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2014Version Date: 6057126 BOZEMAN, MTTarget Property Map: USGS TOPOGRAPHIC MAP 4697 ft. above sea levelElevation: 5061253.5UTM Y (Meters): 496927.6UTM X (Meters): Zone 12Universal Tranverse Mercator: 111.03947 - 111˚ 2’ 22.09’’Longitude (West): 45.706788 - 45˚ 42’ 24.44’’Latitude (North): TARGET PROPERTY COORDINATES BOZEMAN, MT 59715 MANLEY RD BRIDGER VALE DRIVE LLC TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC5405376.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft)Elevation (ft)TP TP 0 1/2 1 Miles✩Target Property Elevation: 4697 ft. North South West East47524747474147324726472447074697469746974694469146884683468046764674467446754703470047014702470947064705469546944697470447044700470647104717472347294735General NWGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapBOZEMAN NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data30031C0809D FEMA FIRM Flood data30031C0806D Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data30031C0808D Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-4 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Continental DepositsCategory:CenozoicEra: TertiarySystem: MioceneSeries: TmcCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 8 3 7 6 71 2 4 5 2 0 1/16 1/8 1/4 Miles TC5405376.2s Page A-6 Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: TurnerSoil Component Name: Soil Map ID: 2 Min: 6.1 Max: 7.8 Min: 42 Max: 141 Not reportedNot reported59 inches24 inches 4 Min: 6.1 Max: 7.8 Min: 42 Max: 141 Not reportedNot reported24 inches14 inches 3 Min: 6.1 Max: 7.8 Min: 42 Max: 141 Not reportedNot reportedloam14 inches 3 inches 2 Min: 6.1 Max: 7.8 Min: 42 Max: 141 Not reportedNot reportedmuck 3 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 15 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: All hydric Very poorly drainedSoil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: muckSoil Surface Texture: BonebasinSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-7 Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reportedloam22 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 84 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Somewhat poorly drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: EnbarSoil Component Name: Soil Map ID: 3 Min: 7.4 Max: 8.4 Min: 42 Max: 141 Not reportedNot reported59 inches25 inches 4 Min: 7.4 Max: 8.4 Min: 42 Max: 141 Not reportedNot reported25 inches11 inches 3 Min: 7.4 Max: 8.4 Min: 42 Max: 141 Not reportedNot reported11 inches 5 inches 2 Min: 7.4 Max: 8.4 Min: 42 Max: 141 Not reportedNot reportedloam 5 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 183 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-8 No Layer Information available. > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: Not ReportedCorrosion Potential - Uncoated Steel: Hydric Status: Unknown Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: WaterSoil Component Name: Soil Map ID: 5 No Layer Information available. > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: Not ReportedCorrosion Potential - Uncoated Steel: Hydric Status: Unknown Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: SANITARY LANDFILLSoil Component Name: Soil Map ID: 4 Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reported59 inches48 inches 3 Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reported48 inches22 inches 2 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-9 > 46 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: Partially hydric Poorly drainedSoil Drainage Class: movement of water, or soils with moderately fine or fine textures. Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group: loamSoil Surface Texture: BandySoil Component Name: Soil Map ID: 7 Min: 6.6 Max: 7.8 Min: 42 Max: 141 Not reportedNot reported59 inches27 inches 3 Min: 6.6 Max: 7.8 Min: 42 Max: 141 Not reportedNot reported27 inches 9 inches 2 Min: 6.6 Max: 7.8 Min: 42 Max: 141 Not reportedNot reportedsilt loam 9 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 46 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: All hydric Poorly drainedSoil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: silt loamSoil Surface Texture: LamooseSoil Component Name: Soil Map ID: 6 ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-10 opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS Min: 6.6 Max: 8.4 Min: 4 Max: 14 Not reportedNot reported59 inches18 inches 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Not reportedNot reportedloam18 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: StrawSoil Component Name: Soil Map ID: 8 Min: 6.6 Max: 7.8 Min: 42 Max: 141 Not reportedNot reported59 inches16 inches 3 Min: 6.6 Max: 7.8 Min: 42 Max: 141 Not reportedNot reported16 inches 7 inches 2 Min: 6.6 Max: 7.8 Min: 42 Max: 141 Not reportedNot reportedloam 7 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-11 1/4 - 1/2 Mile SouthMTG500000076627 B19 1/4 - 1/2 Mile NNEMTG500000073115 17 1/4 - 1/2 Mile SEMTG500000075092 A16 1/4 - 1/2 Mile SEMTG500000075093 A15 1/4 - 1/2 Mile SEMTG500000073357 A14 1/4 - 1/2 Mile SEMTG500000072892 A13 1/4 - 1/2 Mile SEMTG500000072994 A12 1/4 - 1/2 Mile SEMTG500000075479 A11 1/4 - 1/2 Mile SEMTG500000093737 A10 1/4 - 1/2 Mile SEMTG500000094027 A9 1/4 - 1/2 Mile SEMTG500000088388 A8 1/4 - 1/2 Mile SEMTG500000088386 A7 1/4 - 1/2 Mile SEMTG500000088387 A6 1/8 - 1/4 Mile NWMTG500000075465 5 1/8 - 1/4 Mile SEMTG500000193571 4 1/8 - 1/4 Mile WSWMTG500000170892 3 1/8 - 1/4 Mile EastMTG500000186357 2 1/8 - 1/4 Mile NorthMTG500000097920 1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. No PWS System Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile SWUSGS40000704375 AW235 1/2 - 1 Mile SSEUSGS40000704341 211 1/2 - 1 Mile WSWUSGS40000704413 172 1/2 - 1 Mile EastUSGS40000704441 AJ169 1/4 - 1/2 Mile WNWUSGS40000704475 I48 1/4 - 1/2 Mile SSWUSGS40000704401 47 1/4 - 1/2 Mile SSWUSGS40000704400 F33 1/4 - 1/2 Mile SouthUSGS40000704412 B18 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-12 1/2 - 1 Mile SouthMTG500000201126 P74 1/2 - 1 Mile SouthMTG500000078289 P73 1/2 - 1 Mile SEMTD500000000239 O72 1/2 - 1 Mile ENEMTG500000115264 71 1/2 - 1 Mile SEMTD500000001394 O70 1/2 - 1 Mile WestMTG500000093926 N69 1/2 - 1 Mile WestMTG500000072879 N68 1/2 - 1 Mile NEMTG500000114873 M67 1/2 - 1 Mile NEMTG500000114874 M66 1/2 - 1 Mile SSWMTG500000182575 L65 1/2 - 1 Mile SSWMTG500000182460 L64 1/2 - 1 Mile SSWMTG500000181525 L63 1/2 - 1 Mile WSWMTG500000160039 62 1/2 - 1 Mile NNEMTG500000115237 K61 1/2 - 1 Mile NNEMTG500000115236 K60 1/2 - 1 Mile SWMTG500000156159 59 1/2 - 1 Mile SWMTG500000133197 58 1/2 - 1 Mile ENEMTG500000146017 57 1/2 - 1 Mile EastMTG500000138322 56 1/2 - 1 Mile SSWMTG500000120409 55 1/2 - 1 Mile SouthMTG500000076318 J54 1/2 - 1 Mile SouthMTG500000077136 J53 1/2 - 1 Mile SouthMTG500000079768 J52 1/2 - 1 Mile SouthMTG500000077137 J51 1/2 - 1 Mile WNWMTG500000073100 50 1/4 - 1/2 Mile SSEMTG500000138304 49 1/4 - 1/2 Mile SWMTD500000002896 46 1/4 - 1/2 Mile WNWMTG500000115552 I45 1/4 - 1/2 Mile WNWMTG500000115527 I44 1/4 - 1/2 Mile WNWMTG500000115325 I43 1/4 - 1/2 Mile EastMTG500000125582 42 1/4 - 1/2 Mile WestMTG500000073103 H41 1/4 - 1/2 Mile WestMTG500000073209 H40 1/4 - 1/2 Mile NNWMTG500000073207 39 1/4 - 1/2 Mile SEMTG500000088389 G38 1/4 - 1/2 Mile SEMTG500000151996 G37 1/4 - 1/2 Mile SEMTG500000075180 G36 1/4 - 1/2 Mile SEMTG500000075480 G35 1/4 - 1/2 Mile SEMTG500000076628 G34 1/4 - 1/2 Mile NWMTG500000074896 32 1/4 - 1/2 Mile SSWMTG500000072880 F31 1/4 - 1/2 Mile EastMTG500000113032 E30 1/4 - 1/2 Mile EastMTG500000088390 E29 1/4 - 1/2 Mile EastMTG500000000989 E28 1/4 - 1/2 Mile SSWMTG500000171971 D27 1/4 - 1/2 Mile SSWMTG500000143234 D26 1/4 - 1/2 Mile SWMTG500000075164 C25 1/4 - 1/2 Mile SWMTG500000075165 C24 1/4 - 1/2 Mile SWMTG500000075466 C23 1/4 - 1/2 Mile SWMTG500000073102 C22 1/4 - 1/2 Mile NNWMTG500000226561 21 1/4 - 1/2 Mile SouthMTG500000075179 B20 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-13 1/2 - 1 Mile SSWMTG500000173350 Z126 1/2 - 1 Mile SSWMTG500000173349 Z125 1/2 - 1 Mile ENEMTG500000117182 AA124 1/2 - 1 Mile ENEMTG500000073114 AA123 1/2 - 1 Mile SEMTG500000204549 U122 1/2 - 1 Mile SSWMTG500000178680 Z121 1/2 - 1 Mile SSWMTG500000181523 Z120 1/2 - 1 Mile SSWMTG500000182613 Z119 1/2 - 1 Mile SSWMTG500000177690 Z118 1/2 - 1 Mile SSWMTG500000177691 Z117 1/2 - 1 Mile SSWMTG500000178065 Z116 1/2 - 1 Mile WNWMTG500000177996 Y115 1/2 - 1 Mile WNWMTG500000177995 Y114 1/2 - 1 Mile NNWMTG500000166569 113 1/2 - 1 Mile ESEMTG500000073117 S112 1/2 - 1 Mile ESEMTG500000073358 S111 1/2 - 1 Mile ESEMTG500000073359 S110 1/2 - 1 Mile ESEMTG500000072996 S109 1/2 - 1 Mile ESEMTG500000072995 S108 1/2 - 1 Mile ESEMTG500000073116 S107 1/2 - 1 Mile ESEMTG500000075094 S106 1/2 - 1 Mile ESEMTG500000075478 S105 1/2 - 1 Mile ESEMTG500000075481 S104 1/2 - 1 Mile ESEMTG500000076629 S103 1/2 - 1 Mile ESEMTG500000075095 S102 1/2 - 1 Mile ESEMTG500000075181 S101 1/2 - 1 Mile ESEMTG500000075182 S100 1/2 - 1 Mile NEMTG500000115262 X99 1/2 - 1 Mile NEMTG500000115096 X98 1/2 - 1 Mile NEMTG500000115116 X97 1/2 - 1 Mile SSEMTG500000143592 W96 1/2 - 1 Mile SSEMTG500000078211 W95 1/2 - 1 Mile SSEMTG500000076839 W94 1/2 - 1 Mile NEMTG500000205599 V93 1/2 - 1 Mile SSEMTG500000132466 92 1/2 - 1 Mile NEMTG500000204857 V91 1/2 - 1 Mile SouthMTG500000126547 90 1/2 - 1 Mile SEMTG500000076840 U89 1/2 - 1 Mile NNEMTG500000196196 88 1/2 - 1 Mile NWMTG500000227322 T87 1/2 - 1 Mile NWMTG500000227290 T86 1/2 - 1 Mile ESEMTG500000192335 S85 1/2 - 1 Mile NorthMTG500000183972 84 1/2 - 1 Mile ESEMTG500000073118 R83 1/2 - 1 Mile ESEMTG500000073119 R82 1/2 - 1 Mile ESEMTG500000073360 R81 1/2 - 1 Mile NEMTG500000115117 M80 1/2 - 1 Mile NEMTG500000115155 M79 1/2 - 1 Mile SEMTG500000224460 O78 1/2 - 1 Mile SSWMTG500000076591 Q77 1/2 - 1 Mile SSWMTG500000128493 Q76 1/2 - 1 Mile SSWMTG500000182651 Q75 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-14 1/2 - 1 Mile NNEMTG500000196336 AD180 1/2 - 1 Mile NNEMTG500000203617 179 1/2 - 1 Mile NNEMTG500000203668 AD178 1/2 - 1 Mile NEMTG500000115157 AF177 1/2 - 1 Mile NEMTG500000204963 AF176 1/2 - 1 Mile SSWMTG500000164792 AK175 1/2 - 1 Mile SSWMTG500000162768 AK174 1/2 - 1 Mile NEMTG500000196043 AI173 1/2 - 1 Mile ENEMTG500000166114 171 1/2 - 1 Mile SEMTG500000201425 AG170 1/2 - 1 Mile NNWMTG500000161370 168 1/2 - 1 Mile EastMTG500000130207 AJ167 1/2 - 1 Mile EastMTG500000161095 AJ166 1/2 - 1 Mile EastMTG500000104695 AJ165 1/2 - 1 Mile EastMTG500000076630 AJ164 1/2 - 1 Mile SSWMTG500000177083 AL163 1/2 - 1 Mile SSWMTG500000176670 AL162 1/2 - 1 Mile SSWMTG500000177916 AL161 1/2 - 1 Mile SSWMTG500000178125 AL160 1/2 - 1 Mile SSWMTG500000177918 AL159 1/2 - 1 Mile SSWMTG500000176669 AL158 1/2 - 1 Mile SSWMTG500000151334 AL157 1/2 - 1 Mile SSWMTG500000077813 AL156 1/2 - 1 Mile SSWMTG500000176104 AL155 1/2 - 1 Mile SSWMTG500000176444 AL154 1/2 - 1 Mile SSWMTG500000176443 AL153 1/2 - 1 Mile SSWMTG500000164793 AK152 1/2 - 1 Mile EastMTG500000224686 AJ151 1/2 - 1 Mile NEMTG500000196752 AI150 1/2 - 1 Mile NEMTG500000195883 AI149 1/2 - 1 Mile NEMTG500000203752 AI148 1/2 - 1 Mile ESEMTG500000142734 AC147 1/2 - 1 Mile ESEMTG500000113544 AC146 1/2 - 1 Mile SSEMTG500000104124 AH145 1/2 - 1 Mile SSEMTG500000078212 AH144 1/2 - 1 Mile SEMTG500000185635 AG143 1/2 - 1 Mile NEMTG500000203497 AF142 1/2 - 1 Mile SSWMTG500000177646 AE141 1/2 - 1 Mile SSWMTG500000178067 AE140 1/2 - 1 Mile SSWMTG500000176250 AE139 1/2 - 1 Mile SSWMTG500000177645 AE138 1/2 - 1 Mile NNEMTG500000143114 AD137 1/2 - 1 Mile SSEMTG500000078210 136 1/2 - 1 Mile SSEMTD500000001879 AB135 1/2 - 1 Mile NorthMTG500000131339 134 1/2 - 1 Mile ESEMTD500000000873 AC133 1/2 - 1 Mile SWMTG500000075870 132 1/2 - 1 Mile NNEMTG500000196335 X131 1/2 - 1 Mile WNWMTG500000127469 130 1/2 - 1 Mile SSEMTG500000227111 AB129 1/2 - 1 Mile NNEMTG500000196355 X128 1/2 - 1 Mile NNEMTG500000196195 X127 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-15 1/2 - 1 Mile SWMTG500000127512 AW233 1/2 - 1 Mile NorthMTG500000075177 232 1/2 - 1 Mile SSWMTG500000177917 AT231 1/2 - 1 Mile SSWMTG500000177081 AT230 1/2 - 1 Mile SSWMTG500000176699 AT229 1/2 - 1 Mile SSWMTG500000178122 AT228 1/2 - 1 Mile SSWMTG500000179396 AT227 1/2 - 1 Mile SSWMTG500000179395 AT226 1/2 - 1 Mile SSWMTG500000179394 AT225 1/2 - 1 Mile SSWMTG500000176102 AT224 1/2 - 1 Mile SSWMTG500000166862 AT223 1/2 - 1 Mile SSWMTG500000152912 AT222 1/2 - 1 Mile SSWMTG500000176105 AT221 1/2 - 1 Mile SSWMTG500000176697 AT220 1/2 - 1 Mile SSWMTG500000176671 AT219 1/2 - 1 Mile SSWMTG500000176445 AT218 1/2 - 1 Mile SSWMTG500000169434 AT217 1/2 - 1 Mile SSWMTG500000169330 AT216 1/2 - 1 Mile SSWMTG500000169238 AT215 1/2 - 1 Mile WNWMTG500000073101 214 1/2 - 1 Mile NEMTG500000196230 213 1/2 - 1 Mile ESEMTD500000000871 212 1/2 - 1 Mile NEMTG500000196372 AV210 1/2 - 1 Mile NEMTG500000195882 AV209 1/2 - 1 Mile NEMTG500000158526 AS208 1/2 - 1 Mile NWMTG500000208721 AR207 1/2 - 1 Mile ENEMTG500000168801 206 1/2 - 1 Mile WSWMTG500000076406 AU205 1/2 - 1 Mile WSWMTG500000181749 AU204 1/2 - 1 Mile ESEMTG500000218583 AN203 1/2 - 1 Mile SSWMTG500000173348 AT202 1/2 - 1 Mile NEMTG500000145125 AS201 1/2 - 1 Mile NEMTG500000195777 200 1/2 - 1 Mile EastMTG500000133849 199 1/2 - 1 Mile ESEMTG500000218538 AN198 1/2 - 1 Mile NWMTG500000129892 AR197 1/2 - 1 Mile EastMTG500000073356 196 1/2 - 1 Mile NEMTG500000229117 AO195 1/2 - 1 Mile EastMTG500000126453 AM194 1/2 - 1 Mile SSEMTD500000001878 AP193 1/2 - 1 Mile SEMTG500000076317 192 1/2 - 1 Mile WNWMTG500000129934 AQ191 1/2 - 1 Mile WNWMTG500000073208 AQ190 1/2 - 1 Mile WNWMTG500000076405 AQ189 1/2 - 1 Mile WNWMTG500000115588 AQ188 1/2 - 1 Mile SWMTG500000132224 187 1/2 - 1 Mile SSEMTG500000105198 186 1/2 - 1 Mile ESEMTD500000000882 AN185 1/2 - 1 Mile SSEMTG500000228002 AP184 1/2 - 1 Mile NEMTG500000196231 AO183 1/2 - 1 Mile ESEMTG500000218535 AN182 1/2 - 1 Mile EastMTG500000151873 AM181 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5405376.2s Page A-16 1/2 - 1 Mile SEMTG500000079719 BC262 1/2 - 1 Mile SEMTG500000079767 BC261 1/2 - 1 Mile SEMTG500000089485 BC260 1/2 - 1 Mile SEMTG500000078878 BC259 1/2 - 1 Mile SEMTG500000078879 BC258 1/2 - 1 Mile EastMTG500000180034 257 1/2 - 1 Mile NorthMTG500000107918 256 1/2 - 1 Mile WestMTG500000148318 BB255 1/2 - 1 Mile WestMTG500000152193 BB254 1/2 - 1 Mile EastMTG500000116855 253 1/2 - 1 Mile ENEMTG500000148707 252 1/2 - 1 Mile NEMTG500000229119 251 1/2 - 1 Mile NEMTG500000195912 250 1/2 - 1 Mile SSWMTG500000076592 BA249 1/2 - 1 Mile SSWMTG500000150977 BA248 1/2 - 1 Mile SSWMTG500000157816 BA247 1/2 - 1 Mile EastMTG500000201671 246 1/2 - 1 Mile NorthMTG500000199730 AZ245 1/2 - 1 Mile NorthMTG500000200297 AZ244 1/2 - 1 Mile NorthMTG500000200298 AZ243 1/2 - 1 Mile NorthMTG500000165200 AZ242 1/2 - 1 Mile NorthMTG500000182244 AZ241 1/2 - 1 Mile NWMTG500000171225 AY240 1/2 - 1 Mile NWMTG500000169484 AY239 1/2 - 1 Mile SSWMTG500000100940 AX238 1/2 - 1 Mile SSWMTG500000226546 AX237 1/2 - 1 Mile SSWMTG500000226533 AX236 1/2 - 1 Mile SWMTG500000117481 AW234 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 46 4 0 4640 5 0504 0504 05000 5000 54960 49 604 96049 204920 4 9204 880 4 8 8 0 4880 48 4 840 4 8 4 0 4 840 4 8 0 0 4 8 0 0 4800 47204680 4680 468047 20 4 7 2 0 472047204 7 2 0 4 7204 7 2 0 47605 0 805 0 805040 4 7 6 0 4 7604760 47 60 4760 476047604 7 6 0 4 7604 76 0 55 0 0 0 50004960 49604 92049204 8 80 48 80 4 8 4 0 4840480048MT TC5405376.2s Page A-18 10Recov wl:10Swl: 0Pwl:65Tot dept: WELLType:GALLATINCounty: DATract:36Isp sect: 05ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.043105Longitude:45.705567Latitude: HOUSE OF CLEAN, ATTN: CONRAD KRADOLFERSite name: Not ReportedDnrc no:217909Mnumber: 3 WSW 1/8 - 1/4 Mile Higher MTG500000170892MT WELLS MTG500000186357Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:30-AUG-07Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 75Drillset:1Recov tm: 1Test dur:AIRTest type: 23Yield:11Recov wl: 11Swl:0Pwl: 80Tot dept:WELLType: GALLATINCounty:CABTract: 18Isp sect:06ERange: 02STownship:WGS84Datum: NAV-GPSGeomethod:-111.036133Longitude: 45.706483Latitude:WOODBROOK HOMEOWNERS ASSOCSite name: C-30030607Dnrc no:240397Mnumber: 2 East 1/8 - 1/4 Mile Higher MTG500000186357MT WELLS MTG500000097920Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:09-MAR-91Comp date: WWC436Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:.5Recov tm: 1Test dur:AIRTest type: 15Yield:9Recov wl: 9Swl:55Pwl: 60Tot dept:WELLType: GALLATINCounty:BCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.038913Longitude: 45.709074Latitude:HILLMAN MELSite name: Not ReportedDnrc no:123963Mnumber: 1 North 1/8 - 1/4 Mile Lower MTG500000097920MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-19 45.703687Latitude:CASS JAMES ESite name: Not ReportedDnrc no:92021Mnumber: A6 SE 1/4 - 1/2 Mile Higher MTG500000088387MT WELLS MTG500000075465Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-55Comp date: Not ReportedLic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:PUMPTest type: 13.33Yield:0Recov wl: 8Swl:8Pwl: 60Tot dept:WELLType: GALLATINCounty:ADTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.043105Longitude: 45.709148Latitude:MANLEY DAVE & HELEN & EDSALL WAYNESite name: Not ReportedDnrc no:91904Mnumber: 5 NW 1/8 - 1/4 Mile Lower MTG500000075465MT WELLS MTG500000193571Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:14-MAY-09Comp date: WWC512Lic no:POTTS DRILLING INC.Who drill: 35Drillset:.25Recov tm: 1Test dur:AIRTest type: 75Yield:5.5Recov wl: 5.5Swl:0Pwl: 40Tot dept:WELLType: GALLATINCounty:CBDDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: NAV-GPSGeomethod:-111.0359Longitude: 45.7046Latitude:CITY OF BOZEMANSite name: Not ReportedDnrc no:250748Mnumber: 4 SE 1/8 - 1/4 Mile Higher MTG500000193571MT WELLS MTG500000170892Site id:NHydrograph: NWqdata:DRILLERWEBData sour: Not ReportedGwsi id:Not ReportedPws id: 06-MAY-05Comp date:WWC353Lic no: KEVIN HAGGERTY DRILLING INCWho drill:60Drillset: 1Recov tm:1Test dur: AIRTest type:20Yield: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-20 MTG500000088388Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:02-JUN-70Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 8Yield:0Recov wl: 5Swl:34Pwl: 39.5Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:BOUNTING R A & KATHERINESite name: Not ReportedDnrc no:92023Mnumber: A8 SE 1/4 - 1/2 Mile Higher MTG500000088388MT WELLS MTG500000088386Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:25-MAR-83Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 30Yield:0Recov wl: 13Swl:22Pwl: 37Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:EGBERT EVERETTSite name: Not ReportedDnrc no:92019Mnumber: A7 SE 1/4 - 1/2 Mile Higher MTG500000088386MT WELLS MTG500000088387Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-57Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 60Yield:0Recov wl: 6Swl:0Pwl: 0Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-21 10Yield:0Recov wl: 5Swl:0Pwl: 60Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:BEYL KEITH R & DOROTHYSite name: Not ReportedDnrc no:92022Mnumber: A11 SE 1/4 - 1/2 Mile Higher MTG500000075479MT WELLS MTG500000093737Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:24-MAY-77Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 17Swl:47Pwl: 63.6Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:EGBERT EVERETTSite name: Not ReportedDnrc no:120121Mnumber: A10 SE 1/4 - 1/2 Mile Higher MTG500000093737MT WELLS MTG500000094027Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-MAY-77Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 18Swl:44Pwl: 59.4Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:EGBERT EVERETTSite name: Not ReportedDnrc no:120120Mnumber: A9 SE 1/4 - 1/2 Mile Higher MTG500000094027MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-22 45.703687Latitude:BEYL KEITH R & DOROTHYSite name: Not ReportedDnrc no:92020Mnumber: A14 SE 1/4 - 1/2 Mile Higher MTG500000073357MT WELLS MTG500000072892Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:28-JUN-75Comp date: WWC47Lic no:HULBERTWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 20Yield:0Recov wl: 6Swl:12Pwl: 41Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:GALLATIN HUMANE SOCIETYSite name: 9457Dnrc no:92015Mnumber: A13 SE 1/4 - 1/2 Mile Higher MTG500000072892MT WELLS MTG500000072994Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-NOV-79Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 30Yield:0Recov wl: 14Swl:24Pwl: 41Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:EGBERT EVERETTSite name: Not ReportedDnrc no:92017Mnumber: A12 SE 1/4 - 1/2 Mile Higher MTG500000072994MT WELLS MTG500000075479Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-AUG-51Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-23 MTG500000075092Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-NOV-79Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 13Swl:23Pwl: 45Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:EGBERT EVERETTSite name: Not ReportedDnrc no:92016Mnumber: A16 SE 1/4 - 1/2 Mile Higher MTG500000075092MT WELLS MTG500000075093Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:02-NOV-79Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 14Swl:17Pwl: 37Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.703687Latitude:EKW PARTNERSHIPSite name: Not ReportedDnrc no:92018Mnumber: A15 SE 1/4 - 1/2 Mile Higher MTG500000075093MT WELLS MTG500000073357Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:19-NOV-63Comp date: WWC47Lic no:HULBERTWho drill: 0Drillset:0Recov tm: 5Test dur:PUMPTest type: 42Yield:0Recov wl: 5Swl:22Pwl: 27Tot dept:WELLType: GALLATINCounty:CTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-24 0Drillset:0Recov tm: 4.5Test dur:BAILERTest type: 20Yield:0Recov wl: 11Swl:25Pwl: 43Tot dept:WELLType: GALLATINCounty:CCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.038913Longitude: 45.701891Latitude:BEYL KEITH & DOROTHYSite name: Not ReportedDnrc no:92025Mnumber: B19 South 1/4 - 1/2 Mile Higher MTG500000076627MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 2.84Feet below surface: 1953-07-02Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 7Well Hole Depth: ftWell Depth Units: 7Well Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 01S06E31CC 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: B18 South 1/4 - 1/2 Mile Higher USGS40000704412FED USGS MTG500000073115Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:09-DEC-85Comp date: WWC436Lic no:HILLMAN DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 50Yield:0Recov wl: 5Swl:40Pwl: 40Tot dept:WELLType: GALLATINCounty:BTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.036388Longitude: 45.71087Latitude:SPRINGHILL PROPERTIESSite name: 61531Dnrc no:92014Mnumber: 17 NNE 1/4 - 1/2 Mile Lower MTG500000073115MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-25 01STownship:NAD83Datum: TRS-SECGeomethod:-111.045828Longitude: 45.703777Latitude:OWNER UNKNOWNSite name: Not ReportedDnrc no:91912Mnumber: C22 SW 1/4 - 1/2 Mile Higher MTG500000073102MT WELLS MTG500000226561Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:18-APR-06Comp date: WWC512Lic no:POTTS DRILLING INCWho drill: 30Drillset:.25Recov tm: 1Test dur:AIRTest type: 50Yield:5Recov wl: 5Swl:0Pwl: 38Tot dept:WELLType: GALLATINCounty:AADDTract: 36Isp sect:05ERange: 01STownship:NAD27Datum: NAV-GPSGeomethod:-111.0415Longitude: 45.7115Latitude:GIANFORTE, GREG & SUSANSite name: Not ReportedDnrc no:224701Mnumber: 21 NNW 1/4 - 1/2 Mile Lower MTG500000226561MT WELLS MTG500000075179Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:09-NOV-81Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 12Yield:0Recov wl: 6Swl:50Pwl: 58Tot dept:WELLType: GALLATINCounty:CCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.038913Longitude: 45.701891Latitude:SEBENA WILLIAMSite name: Not ReportedDnrc no:92024Mnumber: B20 South 1/4 - 1/2 Mile Higher MTG500000075179MT WELLS MTG500000076627Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:15-DEC-70Comp date: WWC47Lic no:HULBERTWho drill: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-26 MTG500000075165Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-NOV-79Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 22Yield:0Recov wl: 14Swl:41Pwl: 55Tot dept:WELLType: GALLATINCounty:DTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.045828Longitude: 45.703777Latitude:WIDNEY RODERICKSite name: C30008795Dnrc no:91910Mnumber: C24 SW 1/4 - 1/2 Mile Higher MTG500000075165MT WELLS MTG500000075466Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:15-AUG-62Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 20Yield:0Recov wl: 3Swl:61.5Pwl: 61.5Tot dept:WELLType: GALLATINCounty:DTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.045828Longitude: 45.703777Latitude:THORNTON DALE LSite name: Not ReportedDnrc no:91911Mnumber: C23 SW 1/4 - 1/2 Mile Higher MTG500000075466MT WELLS MTG500000073102Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:14-APR-71Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1.25Test dur:PUMPTest type: 20Yield:0Recov wl: 38.5Swl:117.5Pwl: 117.5Tot dept:WELLType: GALLATINCounty:DTract: 36Isp sect:05ERange: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-27 25Recov wl:25Swl: 0Pwl:88Tot dept: WELLType:GALLATINCounty: DDTract:36Isp sect: 05ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.043105Longitude:45.701986Latitude: GRIFFIN BUSINESS SUITES CONDOMINIUM, .Site name: Not ReportedDnrc no:220369Mnumber: D27 SSW 1/4 - 1/2 Mile Higher MTG500000171971MT WELLS MTG500000143234Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:17-JUL-00Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 84Drillset:1Recov tm: 1Test dur:AIRTest type: 40Yield:23Recov wl: 23Swl:0Pwl: 92Tot dept:WELLType: GALLATINCounty:DDTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.043105Longitude: 45.701986Latitude:GEYSER PARKSite name: Not ReportedDnrc no:184456Mnumber: D26 SSW 1/4 - 1/2 Mile Higher MTG500000143234MT WELLS MTG500000075164Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-MAR-61Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 30Yield:0Recov wl: 40Swl:70Pwl: 112.3Tot dept:WELLType: GALLATINCounty:DTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.045828Longitude: 45.703777Latitude:CHUCKS AUTO WRECKINGSite name: Not ReportedDnrc no:91909Mnumber: C25 SW 1/4 - 1/2 Mile Higher MTG500000075164MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-28 45.707278Latitude:COMPATH NATIONALSite name: Not ReportedDnrc no:144762Mnumber: E30 East 1/4 - 1/2 Mile Higher MTG500000113032MT WELLS MTG500000088390Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:29-SEP-66Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 30Yield:0Recov wl: 4Swl:49Pwl: 49Tot dept:WELLType: GALLATINCounty:Not ReportedTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031337Longitude: 45.707278Latitude:CELANDER HARLEYSite name: Not ReportedDnrc no:92030Mnumber: E29 East 1/4 - 1/2 Mile Higher MTG500000088390MT WELLS MTG500000000989Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:08-JUN-76Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 15Yield:0Recov wl: 13Swl:62Pwl: 62Tot dept:WELLType: GALLATINCounty:Not ReportedTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031337Longitude: 45.707278Latitude:CLAUDE WILSON & COSite name: Not ReportedDnrc no:9872Mnumber: E28 East 1/4 - 1/2 Mile Higher MTG500000000989MT WELLS MTG500000171971Site id:NHydrograph: NWqdata:DRILLERWEBData sour: Not ReportedGwsi id:Not ReportedPws id: 19-JUL-05Comp date:WWC353Lic no: KEVIN HAGGERTY DRILLING INCWho drill:83Drillset: 1Recov tm:1Test dur: AIRTest type:60Yield: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-29 MTG500000074896Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:15-DEC-46Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 10Swl:40Pwl: 80Tot dept:WELLType: GALLATINCounty:ATract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.045828Longitude: 45.710939Latitude:MANDIVILLE JOHN MSite name: Not ReportedDnrc no:91901Mnumber: 32 NW 1/4 - 1/2 Mile Lower MTG500000074896MT WELLS MTG500000072880Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:23-JUL-74Comp date: WWC150Lic no:POTTS DRILLING INCWho drill: 0Drillset:0Recov tm: 2Test dur:PUMPTest type: 35Yield:0Recov wl: 7.5Swl:15Pwl: 62Tot dept:WELLType: GALLATINCounty:DDDTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.041743Longitude: 45.701091Latitude:WHALEN TIRE INCSite name: Not ReportedDnrc no:91915Mnumber: F31 SSW 1/4 - 1/2 Mile Higher MTG500000072880MT WELLS MTG500000113032Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:05-APR-86Comp date: WWC359Lic no:MAHURIN DRILLINGWho drill: 0Drillset:0Recov tm: 8Test dur:PUMPTest type: 25Yield:0Recov wl: 5Swl:8Pwl: 36Tot dept:WELLType: GALLATINCounty:Not ReportedTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031337Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-30 0Recov tm:0Test dur: OTHERTest type:100Yield: 0Recov wl:6Swl: 0Pwl:12Tot dept: WELLType:GALLATINCounty: CDTract:31Isp sect: 06ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.033863Longitude:45.701891Latitude: BOUNTING R A & KATHERINE (GARDEN WELL)Site name: Not ReportedDnrc no:92029Mnumber: G35 SE 1/4 - 1/2 Mile Higher MTG500000075480MT WELLS MTG500000076628Site id:NHydrograph: NWqdata:GW4Data sour: Not ReportedGwsi id:Not ReportedPws id: 01-JAN-46Comp date:Not ReportedLic no: Not ReportedWho drill:0Drillset: 0Recov tm:0Test dur: OTHERTest type:100Yield: 0Recov wl:6Swl: 0Pwl:12Tot dept: WELLType:GALLATINCounty: CDTract:31Isp sect: 06ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.033863Longitude:45.701891Latitude: BOUNTING R A & KATHERINE (HOUSE WELL)Site name: Not ReportedDnrc no:92026Mnumber: G34 SE 1/4 - 1/2 Mile Higher MTG500000076628MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 5.00Feet below surface: 1951-07-06Level reading date: 1Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 9Well Depth: 1951Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 01S05E36DDD 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: F33 SSW 1/4 - 1/2 Mile Higher USGS40000704400FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-31 01STownship:NAD83Datum: TRS-SECGeomethod:-111.033863Longitude: 45.701891Latitude:WILLIAMS STANLEYSite name: Not ReportedDnrc no:92028Mnumber: G38 SE 1/4 - 1/2 Mile Higher MTG500000088389MT WELLS MTG500000151996Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:18-JUN-02Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 50Drillset:1Recov tm: 1Test dur:AIRTest type: 15Yield:13Recov wl: 13Swl:0Pwl: 60Tot dept:WELLType: GALLATINCounty:CDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.033863Longitude: 45.701891Latitude:BOZEMAN FUNITURE ATTN JOHNSite name: Not ReportedDnrc no:196821Mnumber: G37 SE 1/4 - 1/2 Mile Higher MTG500000151996MT WELLS MTG500000075180Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-MAY-58Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 55Yield:0Recov wl: 9Swl:55Pwl: 85Tot dept:WELLType: GALLATINCounty:CDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.033863Longitude: 45.701891Latitude:HORNER OLLISESite name: Not ReportedDnrc no:92027Mnumber: G36 SE 1/4 - 1/2 Mile Higher MTG500000075180MT WELLS MTG500000075480Site id:NHydrograph: NWqdata:GW4Data sour: Not ReportedGwsi id:Not ReportedPws id: 01-JAN-51Comp date:Not ReportedLic no: Not ReportedWho drill:0Drillset: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-32 MTG500000073209Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-NOV-50Comp date: Not ReportedLic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:BAILERTest type: 15Yield:0Recov wl: 30Swl:0Pwl: 82Tot dept:WELLType: GALLATINCounty:DBTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.048552Longitude: 45.705567Latitude:HAGADONE R G & JOHNSON WALLACE FSite name: Not ReportedDnrc no:91913Mnumber: H40 West 1/4 - 1/2 Mile Higher MTG500000073209MT WELLS MTG500000073207Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-36Comp date: Not ReportedLic no:SAUNDERSWho drill: 0Drillset:0Recov tm: 0Test dur:PUMPTest type: 13.33Yield:0Recov wl: 13Swl:13Pwl: 0Tot dept:WELLType: GALLATINCounty:AATract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.043105Longitude: 45.712729Latitude:MANLEY HELEN & DAVE & EDSALL WAYNESite name: Not ReportedDnrc no:91902Mnumber: 39 NNW 1/4 - 1/2 Mile Lower MTG500000073207MT WELLS MTG500000088389Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:02-SEP-60Comp date: Not ReportedLic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 61Swl:46Pwl: 66Tot dept:WELLType: GALLATINCounty:CDTract: 31Isp sect:06ERange: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-33 0Yield:0Recov wl: 13.6Swl:0Pwl: 40.1Tot dept:BOREHOLEType: GALLATINCounty:ACTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.048552Longitude: 45.709148Latitude:MT DEPT OF HWYS * BNRR OVERPASS #2Site name: Not ReportedDnrc no:147781Mnumber: I43 WNW 1/4 - 1/2 Mile Lower MTG500000115325MT WELLS MTG500000125582Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:19-AUG-96Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:1Recov tm: 1Test dur:AIRTest type: 35Yield:14Recov wl: 14Swl:36Pwl: 41Tot dept:WELLType: GALLATINCounty:DBBTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.030074Longitude: 45.70638Latitude:BRIDGER GREENS CONDOMINIUMS CORPSite name: C101852Dnrc no:160013Mnumber: 42 East 1/4 - 1/2 Mile Higher MTG500000125582MT WELLS MTG500000073103Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:23-JAN-62Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 2Test dur:PUMPTest type: 12Yield:0Recov wl: 36Swl:87Pwl: 87Tot dept:WELLType: GALLATINCounty:DBTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.048552Longitude: 45.705567Latitude:BUESIS ALEXSite name: Not ReportedDnrc no:91914Mnumber: H41 West 1/4 - 1/2 Mile Higher MTG500000073103MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-34 GroundwaterSourcetype:NCClass: WL002Sourceid:MT0002552Pwsid: 46 SW 1/4 - 1/2 Mile Higher MTD500000002896MT WELLS MTG500000115552Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:15-NOV-90Comp date: Not ReportedLic no:PICKETTWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 10.6Swl:0Pwl: 35.4Tot dept:BOREHOLEType: GALLATINCounty:ACTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.048552Longitude: 45.709148Latitude:MT DEPT OF HWYS * BNRR OVERPASS #3Site name: Not ReportedDnrc no:147866Mnumber: I45 WNW 1/4 - 1/2 Mile Lower MTG500000115552MT WELLS MTG500000115527Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:26-NOV-90Comp date: Not ReportedLic no:PICKETTWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 6.5Swl:0Pwl: 31.5Tot dept:BOREHOLEType: GALLATINCounty:ACTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.048552Longitude: 45.709148Latitude:MT DEPT OF HWYS * BNRR OVERPASS #5Site name: Not ReportedDnrc no:147867Mnumber: I44 WNW 1/4 - 1/2 Mile Lower MTG500000115527MT WELLS MTG500000115325Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-NOV-90Comp date: Not ReportedLic no:PICKETTWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-35 9Swl:0Pwl: 93Tot dept:WELLType: GALLATINCounty:CDCDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.034494Longitude: 45.700544Latitude:CENTURY WAREHOUSING INCSite name: C110110-00Dnrc no:176282Mnumber: 49 SSE 1/4 - 1/2 Mile Higher MTG500000138304MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 3.00Feet below surface: 1951-08-09Level reading date: 1Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 7Well Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 01S05E36AC 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: I48 WNW 1/4 - 1/2 Mile Lower USGS40000704475FED USGS Not ReportedNote: Not ReportedFeet to sea level: 30.00Feet below surface: 1948-09-01Level reading date: 1Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 93Well Depth: 1948Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 01S05E36DDC 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: 47 SSW 1/4 - 1/2 Mile Higher USGS40000704401FED USGS MTD500000002896Site id:30206Objectid: -111.04602Longdd:45.7017Latdd: 25Nrespopul:52Respopul: GallatinCounty:BozemanCity: WellSourcename:Pump N PakPrimryname: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-36 MTG500000077137Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-JUN-89Comp date: MWC9Lic no:OLYMPUSWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 0Yield:0Recov wl: 4Swl:0Pwl: 11.8Tot dept:WELLType: GALLATINCounty:BBBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.039111Longitude: 45.699287Latitude:CONOCO INC * M-2Site name: Not ReportedDnrc no:96251Mnumber: J51 South 1/2 - 1 Mile Higher MTG500000077137MT WELLS MTG500000073100Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-MAY-76Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 8Test dur:PUMPTest type: 48Yield:0Recov wl: 49.5Swl:0Pwl: 325Tot dept:WELLType: GALLATINCounty:ACCTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.049913Longitude: 45.708253Latitude:MANDEVILLE JOHNSite name: 16755Dnrc no:91903Mnumber: 50 WNW 1/2 - 1 Mile Higher MTG500000073100MT WELLS MTG500000138304Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-OCT-99Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 85Drillset:.5Recov tm: 1Test dur:AIRTest type: 30Yield:9Recov wl: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-37 0Yield:0Recov wl: 5Swl:0Pwl: 12.5Tot dept:WELLType: GALLATINCounty:BBBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.039111Longitude: 45.699287Latitude:CONOCO INC * M-1Site name: Not ReportedDnrc no:96250Mnumber: J54 South 1/2 - 1 Mile Higher MTG500000076318MT WELLS MTG500000077136Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:13-JUN-89Comp date: MWC9Lic no:OLYMPUSWho drill: 0Drillset:0Recov tm: 2Test dur:BAILERTest type: 0Yield:0Recov wl: 6Swl:0Pwl: 13Tot dept:WELLType: GALLATINCounty:BBBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.039111Longitude: 45.699287Latitude:CONOCO INC * M-4Site name: Not ReportedDnrc no:96249Mnumber: J53 South 1/2 - 1 Mile Higher MTG500000077136MT WELLS MTG500000079768Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-JUN-89Comp date: MWC9Lic no:OLYMPUSWho drill: 0Drillset:0Recov tm: 2Test dur:BAILERTest type: 0Yield:0Recov wl: 4Swl:0Pwl: 13Tot dept:WELLType: GALLATINCounty:BBBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.039111Longitude: 45.699287Latitude:CONOCO INC * M-3Site name: Not ReportedDnrc no:96252Mnumber: J52 South 1/2 - 1 Mile Higher MTG500000079768MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-38 BRIDGER CREEK SUB. COMMUNITY ASSOCIATIONSite name: Not ReportedDnrc no:188922Mnumber: 57 ENE 1/2 - 1 Mile Higher MTG500000146017MT WELLS MTG500000138322Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:30-JUN-99Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 45Drillset:1Recov tm: 1Test dur:AIRTest type: 35Yield:5Recov wl: 5Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:DBTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.028812Longitude: 45.705482Latitude:BRIDGER GROUP LLPSite name: Not ReportedDnrc no:176283Mnumber: 56 East 1/2 - 1 Mile Higher MTG500000138322MT WELLS MTG500000120409Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:03-AUG-95Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 50Yield:0Recov wl: 6Swl:53Pwl: 63Tot dept:WELLType: GALLATINCounty:AAATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.041732Longitude: 45.699389Latitude:SLATER MARK & JOSTEN JOYESite name: C108916-00Dnrc no:153432Mnumber: 55 SSW 1/2 - 1 Mile Higher MTG500000120409MT WELLS MTG500000076318Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-JUN-89Comp date: MWC9Lic no:OLYMPUSWho drill: 0Drillset:0Recov tm: 2Test dur:BAILERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-39 MTG500000156159Site id:NHydrograph: NWqdata:LOGData sour: Not ReportedGwsi id:Not ReportedPws id: 30-APR-03Comp date:WWC353Lic no: HAGGERTY DRILLINGWho drill:85Drillset: 1Recov tm:1Test dur: AIRTest type:30Yield: 33Recov wl:33Swl: 0Pwl:90Tot dept: WELLType:GALLATINCounty: DCTract:36Isp sect: 05ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.048552Longitude:45.701986Latitude: MURDOCH FAMILY LIMITED PARTNERSHIP *MARTEL BIG RSite name: C-30028614Dnrc no:202087Mnumber: 59 SW 1/2 - 1 Mile Higher MTG500000156159MT WELLS MTG500000133197Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-SEP-98Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 40Yield:32Recov wl: 32Swl:90Pwl: 103Tot dept:WELLType: GALLATINCounty:DCDTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.04719Longitude: 45.701091Latitude:RANCH & HOME SUPPLY-BIG RSite name: C106254-00Dnrc no:170463Mnumber: 58 SW 1/2 - 1 Mile Higher MTG500000133197MT WELLS MTG500000146017Site id:NHydrograph: NWqdata:LOGData sour: Not ReportedGwsi id:Not ReportedPws id: 27-MAR-01Comp date:WWC380Lic no: VAN DYKEN DRILLING INCWho drill:51Drillset: 0Recov tm:1Test dur: AIRTest type:40Yield: 6.5Recov wl:6.5Swl: 0Pwl:59Tot dept: WELLType:GALLATINCounty: ACTract:31Isp sect: 06ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.028812Longitude:45.709074Latitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-40 30Yield:33Recov wl: 33Swl:0Pwl: 80Tot dept:WELLType: GALLATINCounty:DDDTract: 36Isp sect:05ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.05Longitude: 45.7033Latitude:COOK GENESite name: Not ReportedDnrc no:206211Mnumber: 62 WSW 1/2 - 1 Mile Higher MTG500000160039MT WELLS MTG500000115237Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 8Tot dept:WELLType: GALLATINCounty:BABATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.034494Longitude: 45.714013Latitude:MBMG RESEARCH WELL * LF-6ASite name: Not ReportedDnrc no:147376Mnumber: K61 NNE 1/2 - 1 Mile Lower MTG500000115237MT WELLS MTG500000115236Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 18Tot dept:WELLType: GALLATINCounty:BABATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.034494Longitude: 45.714013Latitude:MBMG RESEARCH WELL * LF-6Site name: Not ReportedDnrc no:147375Mnumber: K60 NNE 1/2 - 1 Mile Lower MTG500000115236MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-41 45.699389Latitude:STORY MANUFACTURINGSite name: Not ReportedDnrc no:234439Mnumber: L65 SSW 1/2 - 1 Mile Higher MTG500000182575MT WELLS MTG500000182460Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-AUG-06Comp date: WWC411Lic no:ENVIRONMENTAL WEST EXPLORATIONWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:AABTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.699389Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:234440Mnumber: L64 SSW 1/2 - 1 Mile Higher MTG500000182460MT WELLS MTG500000181525Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-FEB-07Comp date: WWC411Lic no:ENVIRONMENTAL WEST EXPLORATIONWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:AABTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.699389Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:234436Mnumber: L63 SSW 1/2 - 1 Mile Higher MTG500000181525MT WELLS MTG500000160039Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:05-AUG-03Comp date: WWC436Lic no:HILLMAN DRILLINGWho drill: 78Drillset:.5Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-42 MTG500000114873Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 21Tot dept:WELLType: GALLATINCounty:BAADTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031969Longitude: 45.713115Latitude:MBMG RESEARCH WELL * LF-7Site name: Not ReportedDnrc no:147377Mnumber: M67 NE 1/2 - 1 Mile Higher MTG500000114873MT WELLS MTG500000114874Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 11.5Tot dept:WELLType: GALLATINCounty:BAADTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031969Longitude: 45.713115Latitude:MBMG RESEARCH WELL * LF-7ASite name: Not ReportedDnrc no:147378Mnumber: M66 NE 1/2 - 1 Mile Higher MTG500000114874MT WELLS MTG500000182575Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-AUG-06Comp date: WWC411Lic no:ENVIRONMENTAL WEST EXPLORATIONWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 38Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:AABTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-43 MTD500000001394Site id:28704Objectid: -111.0321Longdd:45.7003Latdd: 0Nrespopul:69Respopul: GallatinCounty:BozemanCity: East Well #2 - Lot 22Sourcename:Gallatin Village Mobile Home ParkPrimryname: GroundwaterSourcetype:CClass: WL003Sourceid:MT0000627Pwsid: O70 SE 1/2 - 1 Mile Higher MTD500000001394MT WELLS MTG500000093926Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-JUN-77Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 20Yield:0Recov wl: 25Swl:45Pwl: 74Tot dept:WELLType: GALLATINCounty:Not ReportedTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.051275Longitude: 45.707358Latitude:MARONEY DALESite name: Not ReportedDnrc no:120116Mnumber: N69 West 1/2 - 1 Mile Higher MTG500000093926MT WELLS MTG500000072879Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:25-NOV-77Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 15Yield:0Recov wl: 18Swl:55Pwl: 66.5Tot dept:WELLType: GALLATINCounty:Not ReportedTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.051275Longitude: 45.707358Latitude:MARONEY DALESite name: Not ReportedDnrc no:91900Mnumber: N68 West 1/2 - 1 Mile Higher MTG500000072879MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-44 MTG500000078289Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:05-OCT-76Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 6Test dur:PUMPTest type: 25Yield:0Recov wl: 9.5Swl:0Pwl: 144Tot dept:WELLType: GALLATINCounty:BBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.037841Longitude: 45.698379Latitude:KACK JAMES WSite name: 12387Dnrc no:96248Mnumber: P73 South 1/2 - 1 Mile Higher MTG500000078289MT WELLS MTD500000000239Site id:27549Objectid: -111.0319Longdd:45.7003Latdd: 0Nrespopul:69Respopul: GallatinCounty:BozemanCity: West Well #1 - Lot 1Sourcename:Gallatin Village Mobile Home ParkPrimryname: GroundwaterSourcetype:CClass: WL002Sourceid:MT0000627Pwsid: O72 SE 1/2 - 1 Mile Higher MTD500000000239MT WELLS MTG500000115264Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 23Tot dept:WELLType: GALLATINCounty:ABCDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.029443Longitude: 45.711319Latitude:MBMG RESEARCH * LF4Site name: Not ReportedDnrc no:147373Mnumber: 71 ENE 1/2 - 1 Mile Higher MTG500000115264MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-45 0Yield:0Recov wl: 3Swl:35Pwl: 40Tot dept:WELLType: GALLATINCounty:AATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.043095Longitude: 45.698474Latitude:BRIDGER FEEDSSite name: Not ReportedDnrc no:162690Mnumber: Q76 SSW 1/2 - 1 Mile Higher MTG500000128493MT WELLS MTG500000182651Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:09-AUG-06Comp date: WWC411Lic no:ENVIRONMENTAL WEST EXPLORATIONWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:AATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.043094Longitude: 45.698474Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:234437Mnumber: Q75 SSW 1/2 - 1 Mile Higher MTG500000182651MT WELLS MTG500000201126Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:04-AUG-11Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 65Tot dept:BOREHOLEType: GALLATINCounty:BBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.037841Longitude: 45.698379Latitude:EXXON MOBILE PIPELINE COMPANYSite name: Not ReportedDnrc no:262381Mnumber: P74 South 1/2 - 1 Mile Higher MTG500000201126MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-46 45.713115Latitude:MBMG RESEARCH WELL * LF-2Site name: Not ReportedDnrc no:147354Mnumber: M79 NE 1/2 - 1 Mile Higher MTG500000115155MT WELLS MTG500000224460Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-APR-01Comp date: WWC512Lic no:POTTS DRILLING INCWho drill: 55Drillset:.25Recov tm: 1Test dur:AIRTest type: 35Yield:11Recov wl: 11Swl:0Pwl: 60Tot dept:WELLType: GALLATINCounty:BAAATract: 6Isp sect:06ERange: 02STownship:NAD27Datum: NAV-GPSGeomethod:-111.0309Longitude: 45.7Latitude:MAYVILLE LANDSCAPING INC.Site name: Not ReportedDnrc no:188889Mnumber: O78 SE 1/2 - 1 Mile Higher MTG500000224460MT WELLS MTG500000076591Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:16-AUG-71Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 20Yield:0Recov wl: 22.5Swl:95.5Pwl: 95.5Tot dept:WELLType: GALLATINCounty:AATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.043095Longitude: 45.698474Latitude:MCCHESNEY A ESite name: Not ReportedDnrc no:95588Mnumber: Q77 SSW 1/2 - 1 Mile Higher MTG500000076591MT WELLS MTG500000128493Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:17-APR-97Comp date: WWC363Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-47 MTG500000073360Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:19-JUN-72Comp date: WWC47Lic no:HULBERTWho drill: 0Drillset:0Recov tm: 2Test dur:PUMPTest type: 20Yield:0Recov wl: 8Swl:52Pwl: 52Tot dept:WELLType: GALLATINCounty:DCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.028812Longitude: 45.701891Latitude:GRIFFIN P R & JUNESite name: Not ReportedDnrc no:92045Mnumber: R81 ESE 1/2 - 1 Mile Higher MTG500000073360MT WELLS MTG500000115117Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 13Tot dept:WELLType: GALLATINCounty:ABBCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.030706Longitude: 45.713115Latitude:MBMG RESEARCH WELL * LF-5Site name: Not ReportedDnrc no:147374Mnumber: M80 NE 1/2 - 1 Mile Higher MTG500000115117MT WELLS MTG500000115155Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 28Tot dept:WELLType: GALLATINCounty:ABBCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.030706Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-48 25Yield:8Recov wl: 8Swl:0Pwl: 78Tot dept:WELLType: GALLATINCounty:CCTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.0408Longitude: 45.7157Latitude:MCGREW JOHNSite name: Not ReportedDnrc no:237017Mnumber: 84 North 1/2 - 1 Mile Lower MTG500000183972MT WELLS MTG500000073118Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-APR-61Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 30Yield:0Recov wl: 12Swl:0Pwl: 12Tot dept:WELLType: GALLATINCounty:DCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.028812Longitude: 45.701891Latitude:GRIFFIN JOHN PSite name: Not ReportedDnrc no:92044Mnumber: R83 ESE 1/2 - 1 Mile Higher MTG500000073118MT WELLS MTG500000073119Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-10Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 2Yield:0Recov wl: 6Swl:0Pwl: 12Tot dept:WELLType: GALLATINCounty:DCTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.028812Longitude: 45.701891Latitude:GRIFFIN GUY RSite name: Not ReportedDnrc no:92046Mnumber: R82 ESE 1/2 - 1 Mile Higher MTG500000073119MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-49 45.714275Latitude:CARISCH GERALD AND JULIESite name: C-30028110Dnrc no:236558Mnumber: T87 NW 1/2 - 1 Mile Lower MTG500000227322MT WELLS MTG500000227290Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:22-JAN-04Comp date: WWC597Lic no:DIAMOND M DRILLING INCWho drill: 90Drillset:.08Recov tm: 1Test dur:AIRTest type: 40Yield:20Recov wl: 20Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:DCDTract: 25Isp sect:05ERange: 01STownship:NAD27Datum: TRS-TWNGeomethod:-111.046558Longitude: 45.714275Latitude:CARISCH GERALD AND JULIESite name: C-30010343Dnrc no:236484Mnumber: T86 NW 1/2 - 1 Mile Lower MTG500000227290MT WELLS MTG500000192335Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:13-APR-09Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INC.Who drill: 30Drillset:1Recov tm: 1Test dur:AIRTest type: 45Yield:8Recov wl: 8Swl:0Pwl: 35Tot dept:WELLType: GALLATINCounty:DBDDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026918Longitude: 45.704136Latitude:GOLF COURSE PARTNERS, INC.Site name: Not ReportedDnrc no:249700Mnumber: S85 ESE 1/2 - 1 Mile Higher MTG500000192335MT WELLS MTG500000183972Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:19-JUN-07Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 75Drillset:1Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-50 MTG500000076840Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-JUL-74Comp date: WWC150Lic no:POTTS DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 4Yield:0Recov wl: 45Swl:190Pwl: 190Tot dept:WELLType: GALLATINCounty:BAATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.031491Longitude: 45.699287Latitude:NUSS DALE HSite name: 4343Dnrc no:96246Mnumber: U89 SE 1/2 - 1 Mile Higher MTG500000076840MT WELLS MTG500000196196Site id:NHydrograph: NWqdata:LOGData sour: Not ReportedGwsi id:Not ReportedPws id: 22-JUN-94Comp date:Not ReportedLic no: HUNTINGDON ENGINEERING AND ENVIRONMENTAL, INCWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 13.5Tot dept:WELLType: GALLATINCounty:CDDCTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.03349Longitude: 45.71513Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254642Mnumber: 88 NNE 1/2 - 1 Mile Lower MTG500000196196MT WELLS MTG500000227322Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:11-JUN-07Comp date: WWC597Lic no:DIAMOND M DRILLING INCWho drill: 100Drillset:1Recov tm: 1Test dur:AIRTest type: 75Yield:20Recov wl: 20Swl:0Pwl: 120Tot dept:WELLType: GALLATINCounty:DCDTract: 25Isp sect:05ERange: 01STownship:NAD27Datum: TRS-TWNGeomethod:-111.046558Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-51 35Yield:0Recov wl: 8Swl:35Pwl: 40Tot dept:WELLType: GALLATINCounty:BBDTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.036571Longitude: 45.69747Latitude:KACK JAMES WSite name: 104619Dnrc no:167258Mnumber: 92 SSE 1/2 - 1 Mile Higher MTG500000132466MT WELLS MTG500000204857Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:26-SEP-12Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 75Drillset:1Recov tm: 1Test dur:AIRTest type: 40Yield:26Recov wl: 26Swl:0Pwl: 80Tot dept:WELLType: GALLATINCounty:ABBTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.030074Longitude: 45.713563Latitude:WOLOSZYN, RICK & VICKIESite name: 30064901Dnrc no:268349Mnumber: V91 NE 1/2 - 1 Mile Higher MTG500000204857MT WELLS MTG500000126547Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:07-OCT-96Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 35Yield:0Recov wl: 10Swl:55Pwl: 60Tot dept:WELLType: GALLATINCounty:AADTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.041732Longitude: 45.697559Latitude:KACK JEFFSite name: 101862Dnrc no:160043Mnumber: 90 South 1/2 - 1 Mile Higher MTG500000126547MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-52 45.698379Latitude:FORD BILLY CSite name: Not ReportedDnrc no:96245Mnumber: W95 SSE 1/2 - 1 Mile Higher MTG500000078211MT WELLS MTG500000076839Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:15-JAN-64Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 40Yield:0Recov wl: 10Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:BATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.032761Longitude: 45.698379Latitude:ICENOGGLE MELVIN R & LILA NSite name: Not ReportedDnrc no:96244Mnumber: W94 SSE 1/2 - 1 Mile Higher MTG500000076839MT WELLS MTG500000205599Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:13-DEC-12Comp date: WWC656Lic no:VAN DYKEN DRILLING INCWho drill: 75Drillset:0Recov tm: 1Test dur:AIRTest type: 30Yield:22Recov wl: 22Swl:0Pwl: 78Tot dept:WELLType: GALLATINCounty:ABBTract: 31Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.0298Longitude: 45.713533Latitude:MCCLAUGHRY, TOBIASSite name: Not ReportedDnrc no:270147Mnumber: V93 NE 1/2 - 1 Mile Higher MTG500000205599MT WELLS MTG500000132466Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:17-OCT-97Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-53 MTG500000115116Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:CDDDTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031747Longitude: 45.714841Latitude:MBMG RESEARCH * LF 2ASite name: Not ReportedDnrc no:147363Mnumber: X97 NE 1/2 - 1 Mile Higher MTG500000115116MT WELLS MTG500000143592Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:11-OCT-00Comp date: WWC344Lic no:MAXIM TECHNOLOGIESWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 15Tot dept:WELLType: GALLATINCounty:BATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.032761Longitude: 45.698379Latitude:EXXON MOBIL MARKETING*BMW-13Site name: Not ReportedDnrc no:185153Mnumber: W96 SSE 1/2 - 1 Mile Higher MTG500000143592MT WELLS MTG500000078211Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-FEB-50Comp date: Not ReportedLic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 30Yield:0Recov wl: 9Swl:28Pwl: 54Tot dept:WELLType: GALLATINCounty:BATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.032761Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-54 0Recov wl:3.5Swl: 43.5Pwl:43.5Tot dept: WELLType:GALLATINCounty: DTract:31Isp sect: 06ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.026286Longitude:45.703687Latitude: MT INDUSTRIAL DEVELOPMENT CORPORATIONSite name: Not ReportedDnrc no:92042Mnumber: S100 ESE 1/2 - 1 Mile Higher MTG500000075182MT WELLS MTG500000115262Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-FEB-85Comp date: Not ReportedLic no:MT BUREAU OF MINES & GEOLOGYWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:CDDDTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031747Longitude: 45.714841Latitude:MBMG RESEARCH WELL * LF-1ASite name: Not ReportedDnrc no:147346Mnumber: X99 NE 1/2 - 1 Mile Higher MTG500000115262MT WELLS MTG500000115096Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-FEB-85Comp date: Not ReportedLic no:MT BUREAU OF MINES & GEOLOGYWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 15Swl:0Pwl: 23Tot dept:WELLType: GALLATINCounty:CDDDTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.031747Longitude: 45.714841Latitude:MBMG RESEARCH WELL * LF-1Site name: Not ReportedDnrc no:147344Mnumber: X98 NE 1/2 - 1 Mile Higher MTG500000115096MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-55 MT INDUSTRIAL DEVELOPMENT CORPORATIONSite name: Not ReportedDnrc no:92040Mnumber: S103 ESE 1/2 - 1 Mile Higher MTG500000076629MT WELLS MTG500000075095Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:15-MAY-61Comp date: Not ReportedLic no:HULBERTWho drill: 0Drillset:0Recov tm: 2Test dur:BAILERTest type: 20Yield:0Recov wl: 14Swl:14Pwl: 32.4Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:TERRY GEORGESite name: Not ReportedDnrc no:92035Mnumber: S102 ESE 1/2 - 1 Mile Higher MTG500000075095MT WELLS MTG500000075181Site id:NHydrograph: NWqdata:GW2Data sour: Not ReportedGwsi id:Not ReportedPws id: 27-DEC-71Comp date:WWC17Lic no: JONESWho drill:0Drillset: 0Recov tm:1Test dur: PUMPTest type:15Yield: 0Recov wl:6Swl: 49Pwl:49Tot dept: WELLType:GALLATINCounty: DTract:31Isp sect: 06ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.026286Longitude:45.703687Latitude: MT INDUSTRIAL DEVELOPMENT CORPORATIONSite name: Not ReportedDnrc no:92041Mnumber: S101 ESE 1/2 - 1 Mile Higher MTG500000075181MT WELLS MTG500000075182Site id:NHydrograph: NWqdata:GW2Data sour: Not ReportedGwsi id:Not ReportedPws id: 28-MAY-70Comp date:WWC17Lic no: JONESWho drill:0Drillset: 0Recov tm:1Test dur: PUMPTest type:20Yield: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-56 MTG500000075478Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:30-NOV-77Comp date: WWC47Lic no:HULBERTWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 60Yield:0Recov wl: 5Swl:16Pwl: 31Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:LICHTENBERG DELBROOKSite name: Not ReportedDnrc no:92011Mnumber: S105 ESE 1/2 - 1 Mile Higher MTG500000075478MT WELLS MTG500000075481Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-38Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 20Yield:0Recov wl: 14Swl:14Pwl: 32.4Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:TERRY GEORGESite name: Not ReportedDnrc no:92036Mnumber: S104 ESE 1/2 - 1 Mile Higher MTG500000075481MT WELLS MTG500000076629Site id:NHydrograph: NWqdata:GW2Data sour: Not ReportedGwsi id:Not ReportedPws id: 21-AUG-71Comp date:WWC17Lic no: JONESWho drill:0Drillset: 0Recov tm:1Test dur: PUMPTest type:15Yield: 0Recov wl:4Swl: 43.5Pwl:43.5Tot dept: WELLType:GALLATINCounty: DTract:31Isp sect: 06ERange:01STownship: NAD83Datum:TRS-SECGeomethod: -111.026286Longitude:45.703687Latitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-57 300Yield:0Recov wl: 12Swl:17Pwl: 18Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:OSBORNE JAMES ASite name: Not ReportedDnrc no:92032Mnumber: S108 ESE 1/2 - 1 Mile Higher MTG500000072995MT WELLS MTG500000073116Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:06-JUL-84Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 2Test dur:PUMPTest type: 25Yield:0Recov wl: 7Swl:50Pwl: 91Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:HOUSER CONSTSite name: Not ReportedDnrc no:92037Mnumber: S107 ESE 1/2 - 1 Mile Higher MTG500000073116MT WELLS MTG500000075094Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:17-APR-64Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 24Yield:0Recov wl: 14Swl:45Pwl: 70Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:OSBORNE JAMESSite name: Not ReportedDnrc no:92033Mnumber: S106 ESE 1/2 - 1 Mile Higher MTG500000075094MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-58 45.703687Latitude:SUNDBAKKEN OSCARSite name: Not ReportedDnrc no:92031Mnumber: S111 ESE 1/2 - 1 Mile Higher MTG500000073358MT WELLS MTG500000073359Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-MAR-83Comp date: WWC306Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 16Yield:0Recov wl: 30Swl:67Pwl: 75.2Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:CARTER PAULSite name: Not ReportedDnrc no:92038Mnumber: S110 ESE 1/2 - 1 Mile Higher MTG500000073359MT WELLS MTG500000072996Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-SEP-52Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 15Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:OSBORNE BEULAH ESite name: Not ReportedDnrc no:92034Mnumber: S109 ESE 1/2 - 1 Mile Higher MTG500000072996MT WELLS MTG500000072995Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:02-JUL-64Comp date: Not ReportedLic no:OWNERWho drill: 0Drillset:0Recov tm: 3Test dur:PUMPTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-59 MTG500000166569Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:23-SEP-04Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 55Drillset:1Recov tm: 1Test dur:AIRTest type: 25Yield:10Recov wl: 10Swl:0Pwl: 60Tot dept:WELLType: GALLATINCounty:DDTract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.042475Longitude: 45.716311Latitude:OAKES, GLENNSite name: Not ReportedDnrc no:214303Mnumber: 113 NNW 1/2 - 1 Mile Lower MTG500000166569MT WELLS MTG500000073117Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:03-APR-68Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 30Yield:0Recov wl: 5.7Swl:36Pwl: 36Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.703687Latitude:JACOBSON MAURICE & MARGARET ASite name: Not ReportedDnrc no:92039Mnumber: S112 ESE 1/2 - 1 Mile Higher MTG500000073117MT WELLS MTG500000073358Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:11-JUL-63Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1.5Test dur:PUMPTest type: 35Yield:0Recov wl: 13Swl:29.5Pwl: 29.5Tot dept:WELLType: GALLATINCounty:DTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-60 0Yield:0Recov wl: 12.8Swl:0Pwl: 80.4Tot dept:BOREHOLEType: GALLATINCounty:AACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226149Mnumber: Z116 SSW 1/2 - 1 Mile Higher MTG500000178065MT WELLS MTG500000177996Site id:YHydrograph: YWqdata:DRILLERWEBData sour: Not ReportedGwsi id:Not ReportedPws id: 16-FEB-06Comp date:MWC94Lic no: KEVIN HAGGERTY DRILLING INCWho drill:32Drillset: 1Recov tm:1Test dur: AIRTest type:20Yield: 2.5Recov wl:2.5Swl: 0Pwl:37Tot dept: WELLType:GALLATINCounty: ABCBTract:36Isp sect: 05ERange:01STownship: NAD83Datum:SUR-GPSGeomethod: -111.05145Longitude:45.71193Latitude: GLWQD MONITORING WELL * CHERRY RIVER RECREATION AREA SHALLOW COMPLETIONSite name: Not ReportedDnrc no:226762Mnumber: Y115 WNW 1/2 - 1 Mile Lower MTG500000177996MT WELLS MTG500000177995Site id:YHydrograph: YWqdata:DRILLERWEBData sour: Not ReportedGwsi id:Not ReportedPws id: 14-FEB-06Comp date:MWC94Lic no: KEVIN HAGGERTY DRILLING INCWho drill:80Drillset: 1Recov tm:1Test dur: AIRTest type:20Yield: 2.5Recov wl:2.5Swl: 0Pwl:85Tot dept: WELLType:GALLATINCounty: ABCBTract:36Isp sect: 05ERange:01STownship: NAD83Datum:SUR-GPSGeomethod: -111.05145Longitude:45.71193Latitude: GLWQD MONITORING WELL * CHERRY RIVER RECREATION AREA DEEP COMPLETIONSite name: Not ReportedDnrc no:226761Mnumber: Y114 WNW 1/2 - 1 Mile Lower MTG500000177995MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-61 45.697558Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:234426Mnumber: Z119 SSW 1/2 - 1 Mile Higher MTG500000182613MT WELLS MTG500000177690Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-OCT-05Comp date: Not ReportedLic no:J MACKEWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 13.8Swl:0Pwl: 76.8Tot dept:BOREHOLEType: GALLATINCounty:AACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226156Mnumber: Z118 SSW 1/2 - 1 Mile Higher MTG500000177690MT WELLS MTG500000177691Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-OCT-05Comp date: Not ReportedLic no:J MACKEWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 36.1Swl:0Pwl: 81Tot dept:BOREHOLEType: GALLATINCounty:AACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226163Mnumber: Z117 SSW 1/2 - 1 Mile Higher MTG500000177691MT WELLS MTG500000178065Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-OCT-05Comp date: Not ReportedLic no:J MACKEWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-62 MTG500000178680Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-OCT-05Comp date: Not ReportedLic no:SK GEOTECHNICALWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 11.2Swl:0Pwl: 81.4Tot dept:BOREHOLEType: GALLATINCounty:AACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226160Mnumber: Z121 SSW 1/2 - 1 Mile Higher MTG500000178680MT WELLS MTG500000181523Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:08-AUG-06Comp date: WWC411Lic no:ENVIRONMENTAL WEST EXPLORATIONWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:AACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.697558Latitude:STORY DISTRIBTING COSite name: Not ReportedDnrc no:234427Mnumber: Z120 SSW 1/2 - 1 Mile Higher MTG500000181523MT WELLS MTG500000182613Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:07-AUG-06Comp date: WWC411Lic no:ENVIRONMENTAL WEST EXPLORATIONWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:AACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-63 18Yield:30Recov wl: 30Swl:75Pwl: 80Tot dept:WELLType: GALLATINCounty:ATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.71087Latitude:BRIDGER CREEK GOLF COURSESite name: Not ReportedDnrc no:149232Mnumber: AA124 ENE 1/2 - 1 Mile Higher MTG500000117182MT WELLS MTG500000073114Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-30Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 4Swl:0Pwl: 8Tot dept:WELLType: GALLATINCounty:ATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026286Longitude: 45.71087Latitude:OSBORNE JAMES ASite name: Not ReportedDnrc no:92012Mnumber: AA123 ENE 1/2 - 1 Mile Higher MTG500000073114MT WELLS MTG500000204549Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:25-JUN-12Comp date: WWC512Lic no:POTTS DRILLING INCWho drill: 75Drillset:.5Recov tm: 1Test dur:AIRTest type: 37Yield:9Recov wl: 9Swl:0Pwl: 76.8Tot dept:WELLType: GALLATINCounty:ABBCTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: NAV-GPSGeomethod:-111.03064Longitude: 45.6989Latitude:CITY OF BOZEMANSite name: Not ReportedDnrc no:267744Mnumber: U122 SE 1/2 - 1 Mile Higher MTG500000204549MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-64 45.71537Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254640Mnumber: X127 NNE 1/2 - 1 Mile Higher MTG500000196195MT WELLS MTG500000173350Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:26-OCT-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:AACDTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.043776Longitude: 45.697101Latitude:STORY DISTRIBUTING CO. - I-90 EXXONSite name: Not ReportedDnrc no:217306Mnumber: Z126 SSW 1/2 - 1 Mile Higher MTG500000173350MT WELLS MTG500000173349Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-OCT-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:AACDTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.043776Longitude: 45.697101Latitude:STORY DISTRIBUTING CO. - I-90 EXXONSite name: Not ReportedDnrc no:217304Mnumber: Z125 SSW 1/2 - 1 Mile Higher MTG500000173349MT WELLS MTG500000117182Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:04-NOV-94Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:1Recov tm: 12Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-65 MTG500000227111Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:14-APR-07Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 0Drillset:24Recov tm: 24Test dur:PUMPTest type: 110Yield:12Recov wl: 12Swl:0Pwl: 203Tot dept:WELLType: GALLATINCounty:BATract: 6Isp sect:06ERange: 02STownship:NAD27Datum: TRS-TWNGeomethod:-111.032748Longitude: 45.697329Latitude:LEHRKINDS INC.Site name: Not ReportedDnrc no:235440Mnumber: AB129 SSE 1/2 - 1 Mile Higher MTG500000227111MT WELLS MTG500000196355Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:11-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 30Swl:0Pwl: 55.5Tot dept:WELLType: GALLATINCounty:CDDDTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.03154Longitude: 45.71537Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254641Mnumber: X128 NNE 1/2 - 1 Mile Higher MTG500000196355MT WELLS MTG500000196195Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:05-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 30Swl:0Pwl: 50Tot dept:WELLType: GALLATINCounty:CDDDTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.03154Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-66 42Yield:0Recov wl: 12Swl:64.7Pwl: 90.6Tot dept:WELLType: GALLATINCounty:ABTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.048545Longitude: 45.698474Latitude:MT DEPT OF HWYSSite name: Not ReportedDnrc no:95589Mnumber: 132 SW 1/2 - 1 Mile Higher MTG500000075870MT WELLS MTG500000196335Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-MAY-86Comp date: WWC359Lic no:MAHURIN DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 20.6Swl:0Pwl: 39Tot dept:WELLType: GALLATINCounty:CDDATract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.03182Longitude: 45.71576Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254658Mnumber: X131 NNE 1/2 - 1 Mile Higher MTG500000196335MT WELLS MTG500000127469Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-AUG-96Comp date: Not ReportedLic no:HILLMAN DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 32Tot dept:BOREHOLEType: GALLATINCounty:BDTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.053999Longitude: 45.709148Latitude:BOZEMAN SOLVENT SITE - M-37Site name: Not ReportedDnrc no:162189Mnumber: 130 WNW 1/2 - 1 Mile Lower MTG500000127469MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-67 MTD500000001879Site id:29189Objectid: -111.032748Longdd:45.697329Latdd: 0Nrespopul:30Respopul: GALLATINCounty:BOZEMANCity: WELL 3Sourcename:LEHRKINDS WATER BOTTLING PLANTPrimryname: GroundwaterSourcetype:NCClass: WL003Sourceid:MT0004546Pwsid: AB135 SSE 1/2 - 1 Mile Higher MTD500000001879MT WELLS MTG500000131339Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-MAY-97Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 40Yield:0Recov wl: 3Swl:32Pwl: 37Tot dept:WELLType: GALLATINCounty:DDATract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.041179Longitude: 45.717236Latitude:CARTER FRANKSite name: 100823Dnrc no:166239Mnumber: 134 North 1/2 - 1 Mile Lower MTG500000131339MT WELLS MTD500000000873Site id:28183Objectid: -111.0259Longdd:45.7024Latdd: 0Nrespopul:230Respopul: GallatinCounty:BozemanCity: (A) West Well #1Sourcename:Bridger View Trailer CourtPrimryname: GroundwaterSourcetype:CClass: WL002Sourceid:MT0000121Pwsid: AC133 ESE 1/2 - 1 Mile Higher MTD500000000873MT WELLS MTG500000075870Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:08-SEP-72Comp date: WWC208Lic no:KEILEYWho drill: 0Drillset:0Recov tm: 8Test dur:PUMPTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-68 0Yield:0Recov wl: 22Swl:0Pwl: 80.4Tot dept:BOREHOLEType: GALLATINCounty:ABDTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.047182Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226158Mnumber: AE138 SSW 1/2 - 1 Mile Higher MTG500000177645MT WELLS MTG500000143114Site id: YHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:08-NOV-99Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 87Drillset:1Recov tm: 1Test dur:AIRTest type: 20Yield:37Recov wl: 37Swl:0Pwl: 95Tot dept:WELLType: GALLATINCounty:CDDATract: 30Isp sect:06ERange: 01STownship:NAD83Datum: NAV-GPSGeomethod:-111.0317Longitude: 45.71599Latitude:CITY OF BOZEMAN - LANDFILLSite name: C110068-00Dnrc no:181714Mnumber: AD137 NNE 1/2 - 1 Mile Higher MTG500000143114MT WELLS MTG500000078210Site id:NHydrograph: NWqdata:LOGData sour: Not ReportedGwsi id:Not ReportedPws id: 01-JAN-35Comp date:Not ReportedLic no: Not ReportedWho drill:0Drillset: 0Recov tm:0Test dur: OTHERTest type:0Yield: 0Recov wl:0Swl: 0Pwl:0Tot dept: WELLType:GALLATINCounty: BTract:6Isp sect: 06ERange:02STownship: NAD83Datum:TRS-SECGeomethod: -111.035301Longitude:45.696562Latitude: URDAHL MARLOWE STANLEY & ANN SAUNDERSSite name: Not ReportedDnrc no:96243Mnumber: 136 SSE 1/2 - 1 Mile Higher MTG500000078210MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-69 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226161Mnumber: AE141 SSW 1/2 - 1 Mile Higher MTG500000177646MT WELLS MTG500000178067Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:23-OCT-05Comp date: Not ReportedLic no:J MACKEWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 11.8Swl:0Pwl: 80.4Tot dept:BOREHOLEType: GALLATINCounty:ABDTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.047182Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226153Mnumber: AE140 SSW 1/2 - 1 Mile Higher MTG500000178067MT WELLS MTG500000176250Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-OCT-05Comp date: Not ReportedLic no:J MACKEWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 37.1Swl:0Pwl: 81.4Tot dept:BOREHOLEType: GALLATINCounty:ABDTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.047182Longitude: 45.697558Latitude:MDOTSite name: Not ReportedDnrc no:226146Mnumber: AE139 SSW 1/2 - 1 Mile Higher MTG500000176250MT WELLS MTG500000177645Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:11-OCT-05Comp date: Not ReportedLic no:SK GEOTECHNICALWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-70 MTG500000185635Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-OCT-06Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 36Drillset:1Recov tm: 1Test dur:AIRTest type: 20Yield:9Recov wl: 9Swl:0Pwl: 38.5Tot dept:WELLType: GALLATINCounty:DCTract: 31Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.026767Longitude: 45.700583Latitude:BOYS AND GIRLS CLUB OF S.W. MONTANASite name: Not ReportedDnrc no:239319Mnumber: AG143 SE 1/2 - 1 Mile Higher MTG500000185635MT WELLS MTG500000203497Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:23-APR-12Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 95Drillset:1Recov tm: 1Test dur:AIRTest type: 30Yield:30Recov wl: 30Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:ABATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.027549Longitude: 45.713563Latitude:ROSTAD, PHIL & JOANSite name: 30064891Dnrc no:265510Mnumber: AF142 NE 1/2 - 1 Mile Higher MTG500000203497MT WELLS MTG500000177646Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-OCT-05Comp date: Not ReportedLic no:SK GEOTECHNICALWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 13Swl:0Pwl: 81.4Tot dept:BOREHOLEType: GALLATINCounty:ABDTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.047182Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-71 25Yield:4.2Recov wl: 4.2Swl:25Pwl: 60Tot dept:WELLType: GALLATINCounty:DDBTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.025024Longitude: 45.702789Latitude:BROLING DOUGSite name: Not ReportedDnrc no:145402Mnumber: AC146 ESE 1/2 - 1 Mile Higher MTG500000113544MT WELLS MTG500000104124Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:02-MAR-93Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 24Test dur:PUMPTest type: 86Yield:0Recov wl: 12Swl:110Pwl: 143Tot dept:WELLType: GALLATINCounty:BADTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.031491Longitude: 45.69747Latitude:LEHRKINDS COCA COLASite name: 84097Dnrc no:133968Mnumber: AH145 SSE 1/2 - 1 Mile Higher MTG500000104124MT WELLS MTG500000078212Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:26-MAR-86Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 24Test dur:PUMPTest type: 95Yield:0Recov wl: 9Swl:90Pwl: 228Tot dept:WELLType: GALLATINCounty:BADTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.031491Longitude: 45.69747Latitude:LEHRLINDS COCA COLASite name: 61554Dnrc no:96247Mnumber: AH144 SSE 1/2 - 1 Mile Higher MTG500000078212MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-72 45.71485Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254638Mnumber: AI149 NE 1/2 - 1 Mile Higher MTG500000195883MT WELLS MTG500000203752Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:16-MAY-12Comp date: MWC365Lic no:RED TIGER DRILLINGWho drill: 95Drillset:1.5Recov tm: 1Test dur:AIRTest type: 20Yield:41Recov wl: 41Swl:0Pwl: 103Tot dept:WELLType: GALLATINCounty:DCDTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.028867Longitude: 45.714783Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:265780Mnumber: AI148 NE 1/2 - 1 Mile Higher MTG500000203752MT WELLS MTG500000142734Site id: NHydrograph:NWqdata: LOGData sour:aGwsi id: Not ReportedPws id:09-JUN-00Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 35Drillset:1Recov tm: 1Test dur:AIRTest type: 50Yield:8Recov wl: 8Swl:0Pwl: 40Tot dept:WELLType: GALLATINCounty:DDBTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.025024Longitude: 45.702789Latitude:MT VIEW ESTATES INCSite name: C112655-00Dnrc no:183381Mnumber: AC147 ESE 1/2 - 1 Mile Higher MTG500000142734MT WELLS MTG500000113544Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:16-MAY-94Comp date: WWC512Lic no:POTTS DRILLING INCWho drill: 0Drillset:.25Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-73 MTG500000224686Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-JUL-01Comp date: WWC512Lic no:POTTS DRILLING INCWho drill: 32Drillset:0Recov tm: 1Test dur:AIRTest type: 40Yield:0Recov wl: 15Swl:0Pwl: 65Tot dept:WELLType: GALLATINCounty:DABDTract: 31Isp sect:06ERange: 01STownship:NAD27Datum: NAV-GPSGeomethod:-111.0231Longitude: 45.706Latitude:HOEFF GERALD AND THERESASite name: C117082-00Dnrc no:191769Mnumber: AJ151 East 1/2 - 1 Mile Higher MTG500000224686MT WELLS MTG500000196752Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 48Swl:0Pwl: 71.5Tot dept:WELLType: GALLATINCounty:DCCDTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.02891Longitude: 45.71485Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254639Mnumber: AI150 NE 1/2 - 1 Mile Higher MTG500000196752MT WELLS MTG500000195883Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 59.5Tot dept:WELLType: GALLATINCounty:DCCDTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.02891Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-74 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224868Mnumber: AL154 SSW 1/2 - 1 Mile Higher MTG500000176444MT WELLS MTG500000176443Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224861Mnumber: AL153 SSW 1/2 - 1 Mile Higher MTG500000176443MT WELLS MTG500000164793Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:28-JAN-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 15Swl:0Pwl: 51Tot dept:WELLType: GALLATINCounty:ADBATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.043776Longitude: 45.696186Latitude:STORY DISTRIBUTING CO. - I-90 EXXONSite name: Not ReportedDnrc no:210208Mnumber: AK152 SSW 1/2 - 1 Mile Higher MTG500000164793MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-75 TANGE FAMILY LLC C/O SUPERIOR NORTHWESTSite name: Not ReportedDnrc no:195800Mnumber: AL157 SSW 1/2 - 1 Mile Higher MTG500000151334MT WELLS MTG500000077813Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:02-SEP-83Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 2Test dur:PUMPTest type: 60Yield:0Recov wl: 8Swl:52Pwl: 60Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:EXXON USASite name: Not ReportedDnrc no:95587Mnumber: AL156 SSW 1/2 - 1 Mile Higher MTG500000077813MT WELLS MTG500000176104Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STROY DISTRIBUTING COSite name: Not ReportedDnrc no:224876Mnumber: AL155 SSW 1/2 - 1 Mile Higher MTG500000176104MT WELLS MTG500000176444Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-76 MTG500000177918Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224882Mnumber: AL159 SSW 1/2 - 1 Mile Higher MTG500000177918MT WELLS MTG500000176669Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:AIRTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRUBUTING CO.Site name: Not ReportedDnrc no:224857Mnumber: AL158 SSW 1/2 - 1 Mile Higher MTG500000176669MT WELLS MTG500000151334Site id:NHydrograph: NWqdata:LOGData sour: Not ReportedGwsi id:Not ReportedPws id: 26-APR-02Comp date:WWC353Lic no: HAGGERTY DRILLINGWho drill:80Drillset: 1Recov tm:1Test dur: AIRTest type:30Yield: 10Recov wl:10Swl: 0Pwl:100Tot dept: WELLType:GALLATINCounty: ATract:1Isp sect: 05ERange:02STownship: NAD83Datum:TRS-SECGeomethod: -111.04582Longitude:45.696643Latitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-77 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224871Mnumber: AL162 SSW 1/2 - 1 Mile Higher MTG500000176670MT WELLS MTG500000177916Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224865Mnumber: AL161 SSW 1/2 - 1 Mile Higher MTG500000177916MT WELLS MTG500000178125Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224874Mnumber: AL160 SSW 1/2 - 1 Mile Higher MTG500000178125MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-78 45.705482Latitude:SOLYST DORTHYSite name: 84771Dnrc no:133996Mnumber: AJ165 East 1/2 - 1 Mile Higher MTG500000104695MT WELLS MTG500000076630Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:30-JUN-89Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:.5Recov tm: 2Test dur:AIRTest type: 15Yield:22Recov wl: 22Swl:60Pwl: 80Tot dept:WELLType: GALLATINCounty:DATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.023761Longitude: 45.705482Latitude:POPE N RSite name: Not ReportedDnrc no:92043Mnumber: AJ164 East 1/2 - 1 Mile Higher MTG500000076630MT WELLS MTG500000177083Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.04582Longitude: 45.696643Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224879Mnumber: AL163 SSW 1/2 - 1 Mile Higher MTG500000177083MT WELLS MTG500000176670Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-79 MTG500000130207Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:18-JUL-97Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:1Recov tm: 1Test dur:AIRTest type: 30Yield:10Recov wl: 10Swl:35Pwl: 40Tot dept:WELLType: GALLATINCounty:DATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.023761Longitude: 45.705482Latitude:AITKEN PHYLLISSite name: Not ReportedDnrc no:165163Mnumber: AJ167 East 1/2 - 1 Mile Higher MTG500000130207MT WELLS MTG500000161095Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:26-AUG-03Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 75Drillset:1Recov tm: 1Test dur:AIRTest type: 30Yield:10Recov wl: 10Swl:0Pwl: 80Tot dept:WELLType: GALLATINCounty:DATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.023761Longitude: 45.705482Latitude:HALVERSON LINDYSite name: C30009531Dnrc no:206718Mnumber: AJ166 East 1/2 - 1 Mile Higher MTG500000161095MT WELLS MTG500000104695Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:04-SEP-92Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:1Recov tm: 1Test dur:AIRTest type: 15Yield:8Recov wl: 8Swl:76Pwl: 76Tot dept:WELLType: GALLATINCounty:DATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.023761Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-80 47Drillset:1Recov tm: 1Test dur:AIRTest type: 20Yield:6Recov wl: 6Swl:0Pwl: 52Tot dept:WELLType: GALLATINCounty:ABABTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.027046Longitude: 45.699741Latitude:PONCELET, GREG & MELINDASite name: Not ReportedDnrc no:262861Mnumber: AG170 SE 1/2 - 1 Mile Higher MTG500000201425MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 6.00Feet below surface: 1949-06Level reading date: 1Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 33Well Depth: 194906Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 01S06E31DA 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: AJ169 East 1/2 - 1 Mile Higher USGS40000704441FED USGS MTG500000161370Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:24-DEC-03Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 60Drillset:1Recov tm: 1Test dur:AIRTest type: 35Yield:15Recov wl: 15Swl:0Pwl: 65Tot dept:WELLType: GALLATINCounty:DCTract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.04766Longitude: 45.716311Latitude:SMITH STEVE AND BECKYSite name: Not ReportedDnrc no:208329Mnumber: 168 NNW 1/2 - 1 Mile Lower MTG500000161370MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-81 GALLATINCounty:DCDCTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.0281Longitude: 45.71482Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254657Mnumber: AI173 NE 1/2 - 1 Mile Higher MTG500000196043MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 10.00Feet below surface: 1951Level reading date: 1Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 20Well Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 01S05E36CD 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: 172 WSW 1/2 - 1 Mile Higher USGS40000704413FED USGS MTG500000166114Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:02-SEP-04Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 42Drillset:1Recov tm: 1Test dur:AIRTest type: 25Yield:16Recov wl: 16Swl:0Pwl: 47Tot dept:WELLType: GALLATINCounty:ADTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.023761Longitude: 45.709074Latitude:NELSON, JEROME S.C.Site name: Not ReportedDnrc no:213681Mnumber: 171 ENE 1/2 - 1 Mile Higher MTG500000166114MT WELLS MTG500000201425Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:15-SEP-11Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-82 MTG500000164792Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:29-JAN-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 25Swl:0Pwl: 61Tot dept:WELLType: GALLATINCounty:ADBBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.696186Latitude:STORY DISTRIBUTING CO - I-90 EXXONSite name: Not ReportedDnrc no:210206Mnumber: AK175 SSW 1/2 - 1 Mile Higher MTG500000164792MT WELLS MTG500000162768Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-JAN-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 18Swl:0Pwl: 51Tot dept:WELLType: GALLATINCounty:ADBBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.696186Latitude:STORY DISTRIBUTING CO. - I-90 EXXONSite name: Not ReportedDnrc no:210207Mnumber: AK174 SSW 1/2 - 1 Mile Higher MTG500000162768MT WELLS MTG500000196043Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-DEC-80Comp date: WWC150Lic no:POTTS DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 49Swl:0Pwl: 75Tot dept:WELLType: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-83 0Yield:0Recov wl: 16.3Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:DCTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.03075Longitude: 45.716417Latitude:CITY OF BOZEMANSite name: Not ReportedDnrc no:265575Mnumber: AD178 NNE 1/2 - 1 Mile Higher MTG500000203668MT WELLS MTG500000115157Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-FEB-85Comp date: Not ReportedLic no:FASWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 29Swl:0Pwl: 48Tot dept:WELLType: GALLATINCounty:ABAATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026918Longitude: 45.714013Latitude:MBMG RESEARCH WELL * LF3Site name: Not ReportedDnrc no:147372Mnumber: AF177 NE 1/2 - 1 Mile Higher MTG500000115157MT WELLS MTG500000204963Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:28-SEP-12Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 95Drillset:1Recov tm: 1Test dur:AIRTest type: 25Yield:30Recov wl: 30Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:ABAATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.026917Longitude: 45.714012Latitude:OLSEN, CARL & SUESite name: 30066549Dnrc no:268388Mnumber: AF176 NE 1/2 - 1 Mile Higher MTG500000204963MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-84 45.706829Latitude:JENNINGS STUARTSite name: C30002122Dnrc no:195425Mnumber: AM181 East 1/2 - 1 Mile Higher MTG500000151873MT WELLS MTG500000196336Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:07-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 62.5Tot dept:WELLType: GALLATINCounty:DCCBTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.03078Longitude: 45.71647Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254660Mnumber: AD180 NNE 1/2 - 1 Mile Higher MTG500000196336MT WELLS MTG500000203617Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:23-APR-12Comp date: MWC435Lic no:HAZ TECH DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 25Swl:0Pwl: 40Tot dept:WELLType: GALLATINCounty:DCTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.032111Longitude: 45.716972Latitude:CITY OF BOZEMANSite name: Not ReportedDnrc no:265574Mnumber: 179 NNE 1/2 - 1 Mile Higher MTG500000203617MT WELLS MTG500000203668Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:25-APR-12Comp date: MWC435Lic no:HAZ TECH DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-85 MTG500000196231Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:13-SEP-95Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 49.45Swl:0Pwl: 59.5Tot dept:WELLType: GALLATINCounty:DCCATract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.02964Longitude: 45.7161Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254647Mnumber: AO183 NE 1/2 - 1 Mile Higher MTG500000196231MT WELLS MTG500000218535Site id: NHydrograph:NWqdata: LOG\DEQData sour:Not ReportedGwsi id: 121003Pws id:29-MAY-71Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 2Test dur:AIRTest type: 85Yield:0Recov wl: 10Swl:105Pwl: 185Tot dept:WELLType: GALLATINCounty:DDBDTract: 31Isp sect:06ERange: 01STownship:NAD27Datum: MAPGeomethod:-111.0235Longitude: 45.7024Latitude:BRIDGER VIEW TRAILER COURT (WELL#2)Site name: Not ReportedDnrc no:92049Mnumber: AN182 ESE 1/2 - 1 Mile Higher MTG500000218535MT WELLS MTG500000151873Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:18-MAR-02Comp date: WWC512Lic no:POTTS DRILLING INCWho drill: 35Drillset:.5Recov tm: 1Test dur:AIRTest type: 30Yield:16.41Recov wl: 16.41Swl:0Pwl: 40Tot dept:WELLType: GALLATINCounty:DAABTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.02313Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-86 MTG500000105198Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:15-MAR-93Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 35Yield:0Recov wl: 10Swl:78Pwl: 80Tot dept:WELLType: GALLATINCounty:BDBTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.034031Longitude: 45.695653Latitude:DAKOTA PARTNERSSite name: 85070Dnrc no:135131Mnumber: 186 SSE 1/2 - 1 Mile Higher MTG500000105198MT WELLS MTD500000000882Site id:28192Objectid: -111.0238Longdd:45.7026Latdd: 0Nrespopul:230Respopul: GallatinCounty:BozemanCity: (B) Center Well #2Sourcename:Bridger View Trailer CourtPrimryname: GroundwaterSourcetype:CClass: WL003Sourceid:MT0000121Pwsid: AN185 ESE 1/2 - 1 Mile Higher MTD500000000882MT WELLS MTG500000228002Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:27-NOV-07Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:AIRTest type: 95Yield:0Recov wl: 9Swl:0Pwl: 228Tot dept:WELLType: GALLATINCounty:BADTract: 6Isp sect:06ERange: 02STownship:NAD27Datum: TRS-TWNGeomethod:-111.031438Longitude: 45.696397Latitude:LEHRKINDS INC.Site name: Not ReportedDnrc no:240244Mnumber: AP184 SSE 1/2 - 1 Mile Higher MTG500000228002MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-87 50Yield:0Recov wl: 5Swl:0Pwl: 44Tot dept:WELLType: GALLATINCounty:BATract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.053999Longitude: 45.712729Latitude:KIESSE ARNOLD R & JOYCE WSite name: Not ReportedDnrc no:91907Mnumber: AQ189 WNW 1/2 - 1 Mile Lower MTG500000076405MT WELLS MTG500000115588Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:16-NOV-90Comp date: Not ReportedLic no:PICKETTWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 10.8Swl:0Pwl: 21.5Tot dept:BOREHOLEType: GALLATINCounty:BATract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.053999Longitude: 45.712729Latitude:MT DEPT OF HWYS * BNRR OVERPASS #4Site name: Not ReportedDnrc no:147868Mnumber: AQ188 WNW 1/2 - 1 Mile Lower MTG500000115588MT WELLS MTG500000132224Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:07-OCT-97Comp date: WWC560Lic no:BRIDGER DRILLING INCWho drill: 0Drillset:0Recov tm: 2.5Test dur:AIRTest type: 60Yield:0Recov wl: 12Swl:95Pwl: 99Tot dept:WELLType: GALLATINCounty:ABCTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.049907Longitude: 45.697559Latitude:TANGE CARLSite name: 103090Dnrc no:166368Mnumber: 187 SW 1/2 - 1 Mile Higher MTG500000132224MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-88 45.698379Latitude:BROWN EARLE HSite name: Not ReportedDnrc no:96239Mnumber: 192 SE 1/2 - 1 Mile Higher MTG500000076317MT WELLS MTG500000129934Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-OCT-97Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 25Yield:16Recov wl: 16Swl:75Pwl: 83Tot dept:WELLType: GALLATINCounty:BATract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.053999Longitude: 45.712729Latitude:SAUNDERS EDSite name: Not ReportedDnrc no:165052Mnumber: AQ191 WNW 1/2 - 1 Mile Lower MTG500000129934MT WELLS MTG500000073208Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:08-NOV-61Comp date: Not ReportedLic no:PARKER & LOWERWho drill: 0Drillset:0Recov tm: 2Test dur:BAILERTest type: 12Yield:0Recov wl: 14Swl:18Pwl: 55Tot dept:WELLType: GALLATINCounty:BATract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.053999Longitude: 45.712729Latitude:MC NEAL FRANCIS HSite name: Not ReportedDnrc no:91906Mnumber: AQ190 WNW 1/2 - 1 Mile Lower MTG500000073208MT WELLS MTG500000076405Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-AUG-62Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-89 01STownship:NAD27Datum: NAV-GPSGeomethod:-111.02805Longitude: 45.7162Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254259Mnumber: AO195 NE 1/2 - 1 Mile Higher MTG500000229117MT WELLS MTG500000126453Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:15-MAR-96Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:1Recov tm: 1Test dur:AIRTest type: 30Yield:9Recov wl: 9Swl:30Pwl: 40Tot dept:WELLType: GALLATINCounty:DAATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.022498Longitude: 45.70638Latitude:VALHALLA TOWNHOME ASSOC INCSite name: 97884Dnrc no:159611Mnumber: AM194 East 1/2 - 1 Mile Higher MTG500000126453MT WELLS MTD500000001878Site id:29188Objectid: -111.0314Longdd:45.6964Latdd: 0Nrespopul:30Respopul: GALLATINCounty:BOZEMANCity: WELL 2Sourcename:LEHRKINDS WATER BOTTLING PLANTPrimryname: GroundwaterSourcetype:NCClass: WL002Sourceid:MT0004546Pwsid: AP193 SSE 1/2 - 1 Mile Higher MTD500000001878MT WELLS MTG500000076317Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-APR-27Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 5Yield:0Recov wl: 6Swl:0Pwl: 20Tot dept:WELLType: GALLATINCounty:ABTract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.027681Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-90 MTG500000129892Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:17-JUL-97Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 1Test dur:AIRTest type: 40Yield:0Recov wl: 3Swl:55Pwl: 60Tot dept:WELLType: GALLATINCounty:CDDTract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.051549Longitude: 45.715387Latitude:FOSTER JOHNSite name: 103076Dnrc no:165137Mnumber: AR197 NW 1/2 - 1 Mile Lower MTG500000129892MT WELLS MTG500000073356Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:17-MAY-55Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 15Test dur:BAILERTest type: 15Yield:0Recov wl: 26Swl:54Pwl: 74Tot dept:WELLType: GALLATINCounty:ADDTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.022498Longitude: 45.708176Latitude:BUTTON WILBUR JSite name: Not ReportedDnrc no:92013Mnumber: 196 East 1/2 - 1 Mile Higher MTG500000073356MT WELLS MTG500000229117Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:02-DEC-80Comp date: WWC150Lic no:POTTS DRILLING INCWho drill: 65Drillset:0Recov tm: 5Test dur:AIRTest type: 6Yield:0Recov wl: 56Swl:0Pwl: 73Tot dept:WELLType: GALLATINCounty:DCDBTract: 30Isp sect:06ERange: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-91 10Yield:0Recov wl: 56Swl:0Pwl: 105Tot dept:WELLType: GALLATINCounty:DCDBTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.02787Longitude: 45.715762Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254263Mnumber: 200 NE 1/2 - 1 Mile Higher MTG500000195777MT WELLS MTG500000133849Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:25-JUN-98Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:1Recov tm: 1Test dur:AIRTest type: 40Yield:15Recov wl: 15Swl:135Pwl: 165Tot dept:WELLType: GALLATINCounty:DADTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.022498Longitude: 45.704585Latitude:HAYES WILL AND KRISTISite name: C30031280Dnrc no:170466Mnumber: 199 East 1/2 - 1 Mile Higher MTG500000133849MT WELLS MTG500000218538Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: 121004Pws id:30-MAY-72Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 6Test dur:AIRTest type: 110Yield:0Recov wl: 8Swl:115Pwl: 190Tot dept:WELLType: GALLATINCounty:DDACTract: 31Isp sect:06ERange: 01STownship:NAD27Datum: MAPGeomethod:-111.0226Longitude: 45.7025Latitude:BRIDGER VIEW TRAILER COURTSite name: Not ReportedDnrc no:92048Mnumber: AN198 ESE 1/2 - 1 Mile Higher MTG500000218538MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-92 45.7023Latitude:BRIDGER VIEW TRAILER COURT (WELL1)Site name: Not ReportedDnrc no:92047Mnumber: AN203 ESE 1/2 - 1 Mile Higher MTG500000218583MT WELLS MTG500000173348Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:28-OCT-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 21Swl:0Pwl: 35Tot dept:WELLType: GALLATINCounty:ADBCTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045138Longitude: 45.69527Latitude:STORY DISTRIBUTING CO. - I-90 EXXONSite name: Not ReportedDnrc no:217299Mnumber: AT202 SSW 1/2 - 1 Mile Higher MTG500000173348MT WELLS MTG500000145125Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-FEB-01Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 95Drillset:1Recov tm: 1Test dur:AIRTest type: 30Yield:35Recov wl: 35Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:AABTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.025024Longitude: 45.713564Latitude:PERKINS LYNNSite name: C115503-00Dnrc no:186996Mnumber: AS201 NE 1/2 - 1 Mile Higher MTG500000145125MT WELLS MTG500000195777Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:19-MAY-82Comp date: WWC150Lic no:POTTS DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-93 MTG500000076406Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-AUG-54Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 28Yield:0Recov wl: 12Swl:65Pwl: 85.5Tot dept:WELLType: GALLATINCounty:CTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.056722Longitude: 45.703777Latitude:MANDIVILLE JOHN MSite name: Not ReportedDnrc no:91908Mnumber: AU205 WSW 1/2 - 1 Mile Higher MTG500000076406MT WELLS MTG500000181749Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:25-JUL-06Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 33Drillset:0Recov tm: 1Test dur:AIRTest type: 41Yield:11Recov wl: 11Swl:0Pwl: 36Tot dept:WELLType: GALLATINCounty:CTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.056722Longitude: 45.703777Latitude:BAXTER MEADOWS DEVELOPMENTSite name: Not ReportedDnrc no:230100Mnumber: AU204 WSW 1/2 - 1 Mile Higher MTG500000181749MT WELLS MTG500000218583Site id: NHydrograph:NWqdata: LOG\DEQData sour:Not ReportedGwsi id: 121002Pws id:26-APR-71Comp date: WWC1Lic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 6Test dur:AIRTest type: 70Yield:0Recov wl: 8Swl:138Pwl: 178Tot dept:WELLType: GALLATINCounty:DDBCTract: 31Isp sect:06ERange: 01STownship:NAD27Datum: MAPGeomethod:-111.0222Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-94 30Yield:54Recov wl: 54Swl:0Pwl: 120Tot dept:WELLType: GALLATINCounty:Not ReportedTract: 31Isp sect:06ERange: 01STownship:NAD83Datum: NAV-GPSGeomethod:-111.0248Longitude: 45.7141Latitude:SPRAGUE CLARKSite name: Not ReportedDnrc no:203909Mnumber: AS208 NE 1/2 - 1 Mile Higher MTG500000158526MT WELLS MTG500000208721Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:06-NOV-13Comp date: WWC656Lic no:VAN DYKEN DRILLING INCWho drill: 270Drillset:0Recov tm: 1Test dur:AIRTest type: 20Yield:0Recov wl: 0Swl:0Pwl: 280Tot dept:WELLType: GALLATINCounty:DCCCTract: 25Isp sect:05ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.05245Longitude: 45.715466Latitude:FOSTER, JOHN AND CLAUDIASite name: Not ReportedDnrc no:276491Mnumber: AR207 NW 1/2 - 1 Mile Lower MTG500000208721MT WELLS MTG500000168801Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:27-MAY-03Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 145Drillset:1Recov tm: 1Test dur:AIRTest type: 30Yield:60Recov wl: 60Swl:0Pwl: 150Tot dept:WELLType: GALLATINCounty:AATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.023761Longitude: 45.712666Latitude:BOWMAN DARRELLSite name: C30008246Dnrc no:203600Mnumber: 206 ENE 1/2 - 1 Mile Higher MTG500000168801MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-95 WellType: 02S06E06BD 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: 211 SSE 1/2 - 1 Mile Higher USGS40000704341FED USGS MTG500000196372Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:04-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 66.8Tot dept:WELLType: GALLATINCounty:DCBDTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: NAV-GPSGeomethod:-111.02896Longitude: 45.71703Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254661Mnumber: AV210 NE 1/2 - 1 Mile Higher MTG500000196372MT WELLS MTG500000195882Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-AUG-92Comp date: Not ReportedLic no:MORRISON MAIERLEWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 55Swl:0Pwl: 75Tot dept:WELLType: GALLATINCounty:DCDBTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.02896Longitude: 45.71703Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254637Mnumber: AV209 NE 1/2 - 1 Mile Higher MTG500000195882MT WELLS MTG500000158526Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-MAY-03Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 115Drillset:0Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-96 GALLATINCounty:BTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.056722Longitude: 45.710939Latitude:LEE GILBERTSite name: Not ReportedDnrc no:91905Mnumber: 214 WNW 1/2 - 1 Mile Lower MTG500000073101MT WELLS MTG500000196230Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-SEP-95Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 55Swl:0Pwl: 70Tot dept:WELLType: GALLATINCounty:DCDATract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.02637Longitude: 45.71567Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254645Mnumber: 213 NE 1/2 - 1 Mile Higher MTG500000196230MT WELLS MTD500000000871Site id:28181Objectid: -111.0223Longdd:45.7026Latdd: 0Nrespopul:230Respopul: GallatinCounty:BozemanCity: (C) East Well #3Sourcename:Bridger View Trailer CourtPrimryname: GroundwaterSourcetype:CClass: WL004Sourceid:MT0000121Pwsid: 212 ESE 1/2 - 1 Mile Higher MTD500000000871MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 7.00Feet below surface: 1951Level reading date: 1Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 56Well Depth: 1951Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-97 MTG500000169330Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:29-OCT-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 21Swl:0Pwl: 35Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045138Longitude: 45.694355Latitude:STORY DISTRIBUTING CO. - I-90 EXXONSite name: Not ReportedDnrc no:217295Mnumber: AT216 SSW 1/2 - 1 Mile Higher MTG500000169330MT WELLS MTG500000169238Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:01-NOV-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 21Swl:0Pwl: 30Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045138Longitude: 45.694355Latitude:STORY DISTRIBUTING CO. I-90 EXXONSite name: Not ReportedDnrc no:217293Mnumber: AT215 SSW 1/2 - 1 Mile Higher MTG500000169238MT WELLS MTG500000073101Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-SEP-59Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 40Yield:0Recov wl: 6Swl:0Pwl: 70Tot dept:WELLType: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-98 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224872Mnumber: AT219 SSW 1/2 - 1 Mile Higher MTG500000176671MT WELLS MTG500000176445Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224875Mnumber: AT218 SSW 1/2 - 1 Mile Higher MTG500000176445MT WELLS MTG500000169434Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:29-OCT-04Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 21Swl:0Pwl: 30Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045138Longitude: 45.694355Latitude:STORY DISTRIBUTING CO. -I-90 EXXONSite name: Not ReportedDnrc no:217294Mnumber: AT217 SSW 1/2 - 1 Mile Higher MTG500000169434MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-99 45.694355Latitude:STORY DISTRIBUTING COMPANYSite name: Not ReportedDnrc no:199289Mnumber: AT222 SSW 1/2 - 1 Mile Higher MTG500000152912MT WELLS MTG500000176105Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224878Mnumber: AT221 SSW 1/2 - 1 Mile Higher MTG500000176105MT WELLS MTG500000176697Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224852Mnumber: AT220 SSW 1/2 - 1 Mile Higher MTG500000176697MT WELLS MTG500000176671Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-100 MTG500000176102Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224867Mnumber: AT224 SSW 1/2 - 1 Mile Higher MTG500000176102MT WELLS MTG500000166862Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-MAY-02Comp date: WWC74Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 31Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORE DISTRIBUTING COMPANYSite name: Not ReportedDnrc no:199224Mnumber: AT223 SSW 1/2 - 1 Mile Higher MTG500000166862MT WELLS MTG500000152912Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:14-MAY-02Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 30Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-101 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224862Mnumber: AT227 SSW 1/2 - 1 Mile Higher MTG500000179396MT WELLS MTG500000179395Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224860Mnumber: AT226 SSW 1/2 - 1 Mile Higher MTG500000179395MT WELLS MTG500000179394Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224858Mnumber: AT225 SSW 1/2 - 1 Mile Higher MTG500000179394MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-102 45.694355Latitude:STORY DOSTRIBUTING COSite name: Not ReportedDnrc no:224864Mnumber: AT230 SSW 1/2 - 1 Mile Higher MTG500000177081MT WELLS MTG500000176699Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224870Mnumber: AT229 SSW 1/2 - 1 Mile Higher MTG500000176699MT WELLS MTG500000178122Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224855Mnumber: AT228 SSW 1/2 - 1 Mile Higher MTG500000178122MT WELLS MTG500000179396Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-103 MTG500000075177Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-46Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 3Swl:0Pwl: 40Tot dept:WELLType: GALLATINCounty:CBTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.038854Longitude: 45.719911Latitude:BRIDGEWATER RAYMOND E & LOLA LSite name: Not ReportedDnrc no:92009Mnumber: 232 North 1/2 - 1 Mile Lower MTG500000075177MT WELLS MTG500000177917Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: 45.694355Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:224880Mnumber: AT231 SSW 1/2 - 1 Mile Higher MTG500000177917MT WELLS MTG500000177081Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.045139Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-104 Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 30Well Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 10020008HUC: Not ReportedDescription: WellType: 02S05E01BA 01Monitor Location: USGS Montana Water Science CenterOrganization Name: USGS-MTOrganization ID: AW235 SW 1/2 - 1 Mile Higher USGS40000704375FED USGS MTG500000117481Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-AUG-93Comp date: WWC7Lic no:HILLMAN DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 5Swl:0Pwl: 9Tot dept:WELLType: GALLATINCounty:BATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.053994Longitude: 45.698474Latitude:BOZEMAN SOLVENT SITESite name: Not ReportedDnrc no:149395Mnumber: AW234 SW 1/2 - 1 Mile Higher MTG500000117481MT WELLS MTG500000127512Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:26-AUG-96Comp date: Not ReportedLic no:HILLMAN DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 31Tot dept:WELLType: GALLATINCounty:BATract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.053994Longitude: 45.698474Latitude:BOZEMAN SOLVENT SITE * M-38Site name: Not ReportedDnrc no:162207Mnumber: AW233 SW 1/2 - 1 Mile Higher MTG500000127512MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-105 GALLATINCounty:ADCTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.044457Longitude: 45.693898Latitude:OAK STREET PARTNERSHIPSite name: 80685Dnrc no:129949Mnumber: AX238 SSW 1/2 - 1 Mile Higher MTG500000100940MT WELLS MTG500000226546Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 33Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD27Datum: NAV-GPSGeomethod:-111.0449Longitude: 45.6943Latitude:STORY DISTRIBUTING COSite name: Not ReportedDnrc no:223856Mnumber: AX237 SSW 1/2 - 1 Mile Higher MTG500000226546MT WELLS MTG500000226533Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:22-NOV-05Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 23Swl:0Pwl: 26Tot dept:WELLType: GALLATINCounty:ADCBTract: 1Isp sect:05ERange: 02STownship:NAD27Datum: NAV-GPSGeomethod:-111.0449Longitude: 45.6943Latitude:STORY DISTRIBUTING CO.Site name: Not ReportedDnrc no:223852Mnumber: AX236 SSW 1/2 - 1 Mile Higher MTG500000226533MT WELLS Not ReportedNote: Not ReportedFeet to sea level: 10.00Feet below surface: 1949Level reading date: 1Ground water levels,Number of Measurements: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-106 MTG500000171225Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:07-MAR-05Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 115Drillset:1Recov tm: 1Test dur:AIRTest type: 80Yield:5Recov wl: 5Swl:0Pwl: 120Tot dept:WELLType: GALLATINCounty:CDTract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.052845Longitude: 45.716311Latitude:FOSTER, JOHN & CLAUDIASite name: Not ReportedDnrc no:217124Mnumber: AY240 NW 1/2 - 1 Mile Lower MTG500000171225MT WELLS MTG500000169484Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:11-APR-05Comp date: WWC353Lic no:KEVIN HAGGERTY DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:AIRTest type: 0Yield:0Recov wl: 0Swl:0Pwl: 60Tot dept:WELLType: GALLATINCounty:CDTract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.052845Longitude: 45.716311Latitude:FOSTER, JOHNSite name: Not ReportedDnrc no:217560Mnumber: AY239 NW 1/2 - 1 Mile Lower MTG500000169484MT WELLS MTG500000100940Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:29-JAN-92Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:0Recov tm: 21Test dur:PUMPTest type: 100Yield:0Recov wl: 20Swl:70.3Pwl: 118Tot dept:WELLType: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-107 35Yield:10Recov wl: 10Swl:0Pwl: 38Tot dept:WELLType: GALLATINCounty:DATract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.042475Longitude: 45.72001Latitude:LOCATI JERRY AND KARISite name: Not ReportedDnrc no:259718Mnumber: AZ243 North 1/2 - 1 Mile Lower MTG500000200298MT WELLS MTG500000165200Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:23-JAN-04Comp date: WWC597Lic no:DIAMOND DRILLINGWho drill: 75Drillset:.05Recov tm: 1Test dur:AIRTest type: 597Yield:7Recov wl: 7Swl:0Pwl: 80Tot dept:WELLType: GALLATINCounty:DATract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.042475Longitude: 45.72001Latitude:DAWS BRAD AND GINNIESite name: C30010360Dnrc no:213237Mnumber: AZ242 North 1/2 - 1 Mile Lower MTG500000165200MT WELLS MTG500000182244Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:06-FEB-07Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 135Drillset:0Recov tm: 1Test dur:AIRTest type: 50Yield:9Recov wl: 9Swl:0Pwl: 140Tot dept:WELLType: GALLATINCounty:DATract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.042475Longitude: 45.72001Latitude:DAVIS JOHN S.Site name: Not ReportedDnrc no:234321Mnumber: AZ241 North 1/2 - 1 Mile Lower MTG500000182244MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-108 45.708883Latitude:CONSTRUCTIVE SOLUTIONSSite name: Not ReportedDnrc no:263021Mnumber: 246 East 1/2 - 1 Mile Higher MTG500000201671MT WELLS MTG500000199730Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:12-JUN-03Comp date: WWC597Lic no:DIAMOND M DRILLING- INC.Who drill: 80Drillset:1Recov tm: 1Test dur:AIRTest type: 100Yield:10Recov wl: 10Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:DATract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.042475Longitude: 45.72001Latitude:LOCATI JERRY AND KARISite name: Not ReportedDnrc no:259716Mnumber: AZ245 North 1/2 - 1 Mile Lower MTG500000199730MT WELLS MTG500000200297Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:12-NOV-04Comp date: WWC597Lic no:DIAMOND M DRILLING- INC.Who drill: 35Drillset:1Recov tm: 1Test dur:AIRTest type: 35Yield:10Recov wl: 10Swl:0Pwl: 38Tot dept:WELLType: GALLATINCounty:DATract: 25Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.042475Longitude: 45.72001Latitude:LOCATI JERRY AND KARISite name: Not ReportedDnrc no:259717Mnumber: AZ244 North 1/2 - 1 Mile Lower MTG500000200297MT WELLS MTG500000200298Site id: NHydrograph:NWqdata: DRILLERWEBData sour:Not ReportedGwsi id: Not ReportedPws id:11-NOV-04Comp date: WWC597Lic no:DIAMOND M DRILLING- INC.Who drill: 35Drillset:1Recov tm: 1Test dur:AIRTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-109 MTG500000150977Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:02-MAY-02Comp date: WWC380Lic no:VAN DYKEN DRILLING INCWho drill: 94Drillset:0Recov tm: 1Test dur:AIRTest type: 60Yield:31Recov wl: 31Swl:0Pwl: 103Tot dept:WELLType: GALLATINCounty:ACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.048545Longitude: 45.694813Latitude:GRANTREE INNSite name: Not ReportedDnrc no:195432Mnumber: BA248 SSW 1/2 - 1 Mile Higher MTG500000150977MT WELLS MTG500000157816Site id:NHydrograph: NWqdata:LOGData sour: Not ReportedGwsi id:Not ReportedPws id: 14-MAY-03Comp date:WWC353Lic no: HAGGERTY DRILLINGWho drill:92Drillset: 1Recov tm:1Test dur: AIRTest type:35Yield: 20Recov wl:20Swl: 0Pwl:97Tot dept: WELLType:GALLATINCounty: ACTract:1Isp sect: 05ERange:02STownship: NAD83Datum:TRS-SECGeomethod: -111.048545Longitude:45.694813Latitude: TANGE FAMILY LLC *SUPERIOR NORTHWESTSite name: Not ReportedDnrc no:203594Mnumber: BA247 SSW 1/2 - 1 Mile Higher MTG500000157816MT WELLS MTG500000201671Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-AUG-11Comp date: WWC656Lic no:VAN DYKEN DRILLING INCWho drill: 55Drillset:0Recov tm: 1Test dur:AIRTest type: 37Yield:12Recov wl: 12Swl:0Pwl: 58.5Tot dept:WELLType: GALLATINCounty:BCCTract: 32Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.020566Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-110 0Yield:0Recov wl: 57Swl:0Pwl: 129Tot dept:WELLType: GALLATINCounty:DCAATract: 30Isp sect:06ERange: 01STownship:NAD27Datum: NAV-GPSGeomethod:-111.02703Longitude: 45.71775Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254390Mnumber: 251 NE 1/2 - 1 Mile Higher MTG500000229119MT WELLS MTG500000195912Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:12-SEP-95Comp date: WWC361Lic no:HAYES DRILLINGWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: 0Yield:0Recov wl: 51.4Swl:0Pwl: 71Tot dept:WELLType: GALLATINCounty:DCADTract: 30Isp sect:06ERange: 01STownship:WGS84Datum: NAV-GPSGeomethod:-111.02654Longitude: 45.71691Latitude:CITY OF BOZEMAN SANITARY LANDFILLSite name: Not ReportedDnrc no:254644Mnumber: 250 NE 1/2 - 1 Mile Higher MTG500000195912MT WELLS MTG500000076592Site id: NHydrograph:NWqdata: GW2Data sour:Not ReportedGwsi id: Not ReportedPws id:12-JUL-66Comp date: WWC17Lic no:JONESWho drill: 0Drillset:0Recov tm: 1Test dur:PUMPTest type: 15Yield:0Recov wl: 28Swl:75Pwl: 75Tot dept:WELLType: GALLATINCounty:ACTract: 1Isp sect:05ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.048545Longitude: 45.694813Latitude:HUMBLE OIL COMPANYSite name: Not ReportedDnrc no:95590Mnumber: BA249 SSW 1/2 - 1 Mile Higher MTG500000076592MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-111 45.705567Latitude:BOZEMAN FORDSite name: Not ReportedDnrc no:191778Mnumber: BB254 West 1/2 - 1 Mile Higher MTG500000152193MT WELLS MTG500000116855Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:10-MAY-94Comp date: WWC436Lic no:HILLMAN DRILLINGWho drill: 80Drillset:.5Recov tm: 1Test dur:AIRTest type: 35Yield:6Recov wl: 6Swl:75Pwl: 80Tot dept:WELLType: GALLATINCounty:CBCTract: 32Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.020118Longitude: 45.704555Latitude:BATCHELDER BOB AND WILLIAMS LISASite name: C093702-00Dnrc no:148784Mnumber: 253 East 1/2 - 1 Mile Higher MTG500000116855MT WELLS MTG500000148707Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:08-MAY-01Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 95Drillset:1Recov tm: 1Test dur:AIRTest type: 25Yield:30Recov wl: 30Swl:0Pwl: 100Tot dept:WELLType: GALLATINCounty:AAATract: 31Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.022498Longitude: 45.713564Latitude:BEEBE BILLSite name: Not ReportedDnrc no:188920Mnumber: 252 ENE 1/2 - 1 Mile Higher MTG500000148707MT WELLS MTG500000229119Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:21-NOV-80Comp date: WWC150Lic no:POTTS DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:Not ReportedTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-112 MTG500000107918Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:09-NOV-93Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 0Drillset:.5Recov tm: 1Test dur:AIRTest type: 40Yield:10Recov wl: 10Swl:70Pwl: 80Tot dept:WELLType: GALLATINCounty:CBBTract: 30Isp sect:06ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.040147Longitude: 45.720833Latitude:MCILHATTAN BOBSite name: 88113Dnrc no:140116Mnumber: 256 North 1/2 - 1 Mile Lower MTG500000107918MT WELLS MTG500000148318Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:19-SEP-01Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 62Drillset:1Recov tm: 1Test dur:AIRTest type: 55Yield:15Recov wl: 15Swl:0Pwl: 70Tot dept:WELLType: GALLATINCounty:CBTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.059446Longitude: 45.705567Latitude:BOZEMAN FORDSite name: Not ReportedDnrc no:191775Mnumber: BB255 West 1/2 - 1 Mile Higher MTG500000148318MT WELLS MTG500000152193Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:19-SEP-01Comp date: WWC353Lic no:HAGGERTY DRILLINGWho drill: 75Drillset:1Recov tm: 1Test dur:AIRTest type: 80Yield:15Recov wl: 15Swl:0Pwl: 80Tot dept:WELLType: GALLATINCounty:CBTract: 36Isp sect:05ERange: 01STownship:NAD83Datum: TRS-SECGeomethod:-111.059446Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-113 5Yield:0Recov wl: 3Swl:0Pwl: 20Tot dept:WELLType: GALLATINCounty:ATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.025141Longitude: 45.696562Latitude:BAILEY J WSite name: Not ReportedDnrc no:96235Mnumber: BC259 SE 1/2 - 1 Mile Higher MTG500000078878MT WELLS MTG500000078879Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:26-DEC-63Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 0Yield:0Recov wl: 10Swl:0Pwl: 0Tot dept:WELLType: GALLATINCounty:ATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.025141Longitude: 45.696562Latitude:KELTZ MARIESite name: Not ReportedDnrc no:96236Mnumber: BC258 SE 1/2 - 1 Mile Higher MTG500000078879MT WELLS MTG500000180034Site id: YHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:17-JAN-70Comp date: Not ReportedLic no:POTTS DRILLING INCWho drill: 0Drillset:0Recov tm: 0Test dur:AIRTest type: 0Yield:0Recov wl: 7Swl:0Pwl: 65Tot dept:WELLType: GALLATINCounty:BCCDTract: 32Isp sect:06ERange: 01STownship:NAD83Datum: NAV-GPSGeomethod:-111.01931Longitude: 45.70788Latitude:JACKSON DONSite name: 30020215Dnrc no:230655Mnumber: 257 East 1/2 - 1 Mile Higher MTG500000180034MT WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-114 45.696562Latitude:MILLER L ASite name: Not ReportedDnrc no:96237Mnumber: BC262 SE 1/2 - 1 Mile Higher MTG500000079719MT WELLS MTG500000079767Site id: NHydrograph:NWqdata: LOGData sour:Not ReportedGwsi id: Not ReportedPws id:20-JAN-61Comp date: Not ReportedLic no:VAN DYKEN DRILLING INCWho drill: 0Drillset:0Recov tm: 1Test dur:BAILERTest type: 30Yield:0Recov wl: 4Swl:9Pwl: 24.5Tot dept:WELLType: GALLATINCounty:ATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.025141Longitude: 45.696562Latitude:EDGERLEY JAMES HSite name: Not ReportedDnrc no:96238Mnumber: BC261 SE 1/2 - 1 Mile Higher MTG500000079767MT WELLS MTG500000089485Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-55Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 50Yield:0Recov wl: 12Swl:0Pwl: 12Tot dept:WELLType: GALLATINCounty:ATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.025141Longitude: 45.696562Latitude:MIDLAND TERMINAL INCSite name: Not ReportedDnrc no:96242Mnumber: BC260 SE 1/2 - 1 Mile Higher MTG500000089485MT WELLS MTG500000078878Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-SEP-48Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-115 MTG500000079719Site id: NHydrograph:NWqdata: GW4Data sour:Not ReportedGwsi id: Not ReportedPws id:01-JAN-61Comp date: Not ReportedLic no:Not ReportedWho drill: 0Drillset:0Recov tm: 0Test dur:OTHERTest type: 15Yield:0Recov wl: 0Swl:0Pwl: 71Tot dept:WELLType: GALLATINCounty:ATract: 6Isp sect:06ERange: 02STownship:NAD83Datum: TRS-SECGeomethod:-111.025141Longitude: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5405376.2s Page A-116 0%84%16%7.256 pCi/LBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%10%90%2.460 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 25 Federal Area Radon Information for Zip Code: 59715 : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for GALLATIN County: 1 25720.24.95.34.26.149 ______________________________________________________________ % Sites>10 pCi/L% Sites>4 pCi/LMaxStd DevMedianGeom meanMeanTotal Meas Radon Test Results State Database: MT Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland and Riparian Framework Source: Natural Heritage Program Telephone: 406-444-0915 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC5405376.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Montana Public Water Supply Well Locations Source: Department of Environmental Quality Telephone: 406-444-3744 Montana Groundwater Information Center Water Well Data Source: Bureau of Mines and Geology Telephone: 406-444-5358 OTHER STATE DATABASE INFORMATION Montana Oil/Gas Wells Database Source: Montana Board of Oil and Gas Telephone: (406) 656-0040 RADON State Database: MT Radon Source: Department of Environmental Quality Telephone: 406-444-6768 Radon Test Results Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey TC5405376.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5405376.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Gallatin County Area, Montana Phase I ESA — Bridge Vale LLC - Bozeman Natural Resources Conservation Service September 4, 2018 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 Gallatin County Area, Montana.......................................................................13 457A—Turner loam, moderately wet, 0 to 2 percent slopes.......................13 509B—Enbar loam, 0 to 4 percent slopes...................................................14 556A—Threeriv-Bonebasin loams, 0 to 2 percent slopes...........................15 SLF—Sanitary landfill..................................................................................17 References............................................................................................................18 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 50614105061440506147050615005061530506156050615905061410506144050614705061500506153050615605061590496820 496850 496880 496910 496940 496970 497000 497030 497060 497090 496820 496850 496880 496910 496940 496970 497000 497030 497060 497090 45° 42' 28'' N 111° 2' 27'' W45° 42' 28'' N111° 2' 14'' W45° 42' 22'' N 111° 2' 27'' W45° 42' 22'' N 111° 2' 14'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84 0 50 100 200 300Feet 0 15 30 60 90Meters Map Scale: 1:1,320 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Gallatin County Area, Montana Survey Area Data: Version 21, Sep 21, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 3, 2009—Sep 1, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 457A Turner loam, moderately wet, 0 to 2 percent slopes 0.1 0.7% 509B Enbar loam, 0 to 4 percent slopes 1.9 20.6% 556A Threeriv-Bonebasin loams, 0 to 2 percent slopes 5.3 58.2% SLF Sanitary landfill 1.9 20.4% Totals for Area of Interest 9.1 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate Custom Soil Resource Report 11 pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 Gallatin County Area, Montana 457A—Turner loam, moderately wet, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 56tb Elevation: 4,300 to 5,200 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Prime farmland if irrigated Map Unit Composition Turner and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Turner Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A - 0 to 6 inches: loam Bt - 6 to 12 inches: clay loam Bk - 12 to 26 inches: clay loam 2C - 26 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 48 to 96 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 5.4 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Ecological site: Upland Grassland (R044BP818MT), Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No Custom Soil Resource Report 13 Minor Components Beaverton Percent of map unit: 5 percent Landform: Alluvial fans, stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Shallow to Gravel (SwGr) 15-19" p.z. (R044XS354MT) Hydric soil rating: No Turner Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No Meadowcreek Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT) Hydric soil rating: No 509B—Enbar loam, 0 to 4 percent slopes Map Unit Setting National map unit symbol: 56vp Elevation: 4,400 to 6,000 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: All areas are prime farmland Map Unit Composition Enbar and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Enbar Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Custom Soil Resource Report 14 Typical profile A - 0 to 22 inches: loam Cg - 22 to 49 inches: sandy loam 2C - 49 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 8.8 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C Ecological site: Subirrigated (Sb) 15-19" p.z. (R044XS359MT), Bottomland (R044BP801MT) Hydric soil rating: No Minor Components Nythar Percent of map unit: 10 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes Straw Percent of map unit: 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty (Si) 15-19" p.z. (R044XS355MT) Hydric soil rating: No 556A—Threeriv-Bonebasin loams, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 56x4 Elevation: 4,000 to 6,100 feet Custom Soil Resource Report 15 Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period: 90 to 110 days Farmland classification: Not prime farmland Map Unit Composition Bonebasin and similar soils: 45 percent Threeriv and similar soils: 45 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bonebasin Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile Oa - 0 to 4 inches: muck A - 4 to 15 inches: loam Cg - 15 to 25 inches: stratified sandy loam to silty clay loam 2C - 25 to 60 inches: very gravelly coarse sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: Moderate (about 7.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: B/D Ecological site: Bottomland (R044BP801MT), Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes Description of Threeriv Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile Oe - 0 to 4 inches: moderately decomposed plant material Ag - 4 to 9 inches: loam Custom Soil Resource Report 16 Cg - 9 to 29 inches: stratified sandy loam to silty clay loam 2Cg - 29 to 60 inches: extremely gravelly loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: Moderate (about 7.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: C/D Ecological site: Bottomland (R044BP801MT), Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes Minor Components Threeriv Percent of map unit: 5 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: No Blossberg Percent of map unit: 5 percent Landform: Marshes Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet Meadow (WM) 15-19" p.z. (R044XS365MT) Hydric soil rating: Yes SLF—Sanitary landfill Map Unit Composition Sanitary landfill: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report 17 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 18 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 19 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Bridger Vale Drive LLC Manley Rd Bozeman, MT 59715 August 24, 2018 5405376.3 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 08/24/18 Manley Rd Bridger Vale Drive LLC WGM Group 1111 E. Broadway Bozeman, MT 59715 5405376.3 Missoula, MT 59802 Erica Laferriere The Sanborn Library has been searched by EDR and maps covering the target property location as provided by WGM Group were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. C790-4381-8AE4 180816 UNMAPPED PROPERTY 180816 Bridger Vale Dr This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: C790-4381-8AE4 WGM Group (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 5405376 3 2 Bridger Vale Drive LLC Manley Rd Bozeman, MT 59715 Inquiry Number: 5405376.5 August 27, 2018 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2014 EDR Digital Archive 2010 EDR Digital Archive 2005 EDR Digital Archive 2000 EDR Digital Archive 1995 EDR Digital Archive 1992 EDR Digital Archive 1989 POLK DIRECTORY CO 1984 POLK DIRECTORY CO 1979 Polk's City Directory 1974 Polk's City Directory 1969 Polk's City Directory 1963 Polk's City Directory 5405376-5 Page 1 FINDINGS TARGET PROPERTY STREET Manley Rd Bozeman, MT 59715 Year CD Image Source MANLEY RD 2014 pg A1 EDR Digital Archive 2010 pg A2 EDR Digital Archive 2005 pg A3 EDR Digital Archive 2000 pg A4 EDR Digital Archive 1995 pg A5 EDR Digital Archive 1992 pg A6 EDR Digital Archive 1989 pg A7 POLK DIRECTORY CO 1984 pg A8 POLK DIRECTORY CO 1984 pg A9 POLK DIRECTORY CO 1979 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1969 -Polk's City Directory Street not listed in Source 1963 -Polk's City Directory Street not listed in Source 5405376-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 5405376-5 Page 3 City Directory Images - MANLEY RD EDR Digital Archive 5405376.5 Page: A1 SourceTarget Street Cross Street 2014 510 MAP BREWING COMPANY LLC 555 BUFFALO RESTORATION INC 850 OCCUPANT UNKNOWN, 860 HILLMAN, MELVIN L 920 DARBY, JAMES M 960 MCGREW, JOHN 1320 BOZEMAN TECHNOLOGY INCUBATOR GIANFORTE, GREG K 1323 ROGERS, SAMUEL J 1660 FOOTE, MARK D MARKS PRECISION COLLISION 1700 MCILHATTAN, BOB O - MANLEY RD EDR Digital Archive 5405376.5 Page: A2 SourceTarget Street Cross Street 2010 850 OCCUPANT UNKNOWN, 860 HILLMAN, MELVIN L 920 SCHNEIDER, DONNA R 960 MCGREW, JOHN 1099 OCCUPANT UNKNOWN, 1320 GIANFORTE FAMILY CHARITABLE TR GIANFORTE, GREG K 1323 ROGERS, SAMUEL J 1660 DEEDS OF TRUST MORTGAGE FOOTE, MARK D MARKS PRECISION COLLISION 1700 MCILHATTAN, BOB O 2485 ANTON DYNAMICS INC BIOGRAFTS INC MEDERI THERAPEUTICS ORBIT ONE PEARY PROPERTIES LLC SUMMIT CORPORATE SERVICES INC - MANLEY RD EDR Digital Archive 5405376.5 Page: A3 SourceTarget Street Cross Street 2005 780 OCCUPANT UNKNOWN, 850 OCCUPANT UNKNOWN, 860 HILLMAN, MELVIN L 920 LISAC DAVID M 960 MCGREW, JOHN 1099 OCCUPANT UNKNOWN, 1320 GIANFORTE, GREG K 1323 ROGERS, SAMUEL J 1660 FOOTE, MARK D MARKS PRECISION COLLISION 1700 MCILHATTAN, BOB L - MANLEY RD EDR Digital Archive 5405376.5 Page: A4 SourceTarget Street Cross Street 2000 780 NELSON, FRED 850 STEVENS, GORDY 860 HILLMAN, MELVIN 920 OCCUPANT UNKNOWN, 960 WILLIAMS, LISA 1099 OCCUPANT UNKNOWN, 1320 GIANFORTE, GREG 1323 ROGERS, SAMUEL 1335 OCCUPANT UNKNOWN, 1660 FOOTE, MARK MARKS PRECISION COLLISION - MANLEY RD EDR Digital Archive 5405376.5 Page: A5 SourceTarget Street Cross Street 1995 780 OCCUPANT UNKNOWNN 805 ROBETTSON, DALE 850 STEVENS, GORDON 860 HILLMAN, MELVIN 1099 BREWSTER, CHAD 1320 WHITE, NANCY R 1323 ROGERS, SAMUEL 1660 FOOTE, MARK - MANLEY RD EDR Digital Archive 5405376.5 Page: A6 SourceTarget Street Cross Street 1992 780 NELSON, FRED I 850 STAUDINGER, DALE 860 HILLMAN, MELVIN 920 GUNDERSON, JAMES 1099 LANGE, BRUCE 1320 WHITE, RANDY 1323 ROGERS, SAMUEL 1660 FOOTE, MARK - MANLEY RD POLK DIRECTORY CO 5405376.5 Page: A7 SourceTarget Street Cross Street 1989 - MANLEY RD POLK DIRECTORY CO 5405376.5 Page: A8 SourceTarget Street Cross Street 1984 - MANLEY RD POLK DIRECTORY CO 5405376.5 Page: A9 SourceTarget Street Cross Street 1984 1 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment AERIAL PHOTOS BRIDGER VALE DRIVE - BOZEMAN 7.25.2014 11.20.2011 2 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment 9.28.2011 9.1.2009 3 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment 8.29.2006 12.30.2005 4 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment 9.19.2005 7.21.2005 5 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment 10.17.2004 11.16.2003 6 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment 9.15.2003 9.5.2003 7 BRIDGER VALE DRIVE - BOZEMAN Phase I Environmental Site Assessment 8.5.2003 8.14.1995 BRIDGER VALE, DRIVE - BOZEMAN Phase I Environmental Site Assessment APPENDIX D SITE VISIT PHOTOS 1 BRIDGER VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment SITE VISIT PHOTOS BRIDGER VALE DRIVE - BOZEMAN 8.24.2018 Central Portion of Subject Property 2 BRIDGER VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Eastern Portion of Subject Property 3 BRIDGER VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Monitoring Well Located Just Off Subject Property 4 BRIDGER VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Northern Portion of Subject Property 5 BRIDGER VALE DRIVE – BOZEMAN Phase I Environmental Site Assessment Possible Monitoring Well on Southwestern Portion of Subject Property BRIDGER VALE, DRIVE - BOZEMAN Phase I Environmental Site Assessment APPENDIX E RESUMES QUALIFICATIONS Mr. Smith has over 19 years of experience in the environmental engineering field, working extensively in environmental assessment, site remediation, Brownfields sites, environmental compliance, and the design of water and wastewater systems. His experience includes design, permitting, procurement, installation, operation, and maintenance of large and small remediation and wastewater treatment systems. Mr. Smith provides environmental and regulatory expertise and support. He has extensive knowledge of local, state, and federal regulations governing environmental projects, municipal sanitary waste systems, and water supplies. He has operated at all levels of the environmental and permitting processes, performing duties that include sample collection, non-degradation analyses, construction oversight, and project management. Mr. Smith managed two high-priority State Superfund Projects under the Comprehensive Environmental Cleanup and Responsibility Act (CECRA). As Project Officer for the Department of Environmental Quality, he was responsible for project management and maintaining regulatory compliance for the facilities as they progressed through the CECRA process. The projects included Site Investigation, Assessment, and Evaluation; Implementation of Interim Measures; Risk Assessment (RA); Remedial Investigation (RI); and Feasibility Study (FS) with the goal of acquiring a Record of Decision (ROD), and eventual site cleanup and closure. Mr. Smith’s training includes CECRA, Voluntary Cleanup and Redevelopment Act (VCRA), Controlled Allocation of Liability Act (CALA), and Brownfields processes. PROFESSIONAL EXPERIENCE WGM GROUP, INC., Environmental Project Engineer (4 Years) Responsibilities include project management, conducting Phase I, Phase II, and Phase III Environmental Site Assessments, environmental and Open Cut mine permitting, Brownfields assessments and cleanups, sanitary lifting, groundwater investigations, regulatory compliance, aquifer testing, and environmental compliance auditing. Assists in Brownfields facility identification and grant procurement. MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY, Project Officer (3 Years) Oversaw high priority sites listed under the Comprehensive Environmental Cleanup and Responsibility Act (CECRA), the development of Remedial Investigations, Feasibility Studies and Risk Assessments to direct the sites toward Record of Decision, and an eventual Final Remedy. Had close contact with all potentially liable parties and controlled all aspects of project management, including oversight of subcontractors, approval of invoices, scheduling, and oversight of all field activities and interim investigations. KENNEDY JENKS CONSULTANTS, Project Engineer (5 Years) Managed multiple projects, including remediation and water/wastewater collection and treatment system investigations, design, permitting, installation, implementation, startup and operation. Designed, conducted, and analyzed aquifer tests. Developed operations and maintenance manuals, trained on-site personnel, assisted in bid preparation, cost estimating, budget tracking, specification development, drawing review, report development, and engineering analysis. GERAGHTY & MILLER, Project Engineer (7 Years) Designed, built and installed remediation systems with in-situ and ex-situ (pump-and-treat) technologies, including soil vapor extraction, air sparging, total fluids extraction, air stripping, micro-filtration, carbon adsorption, and oil/water separation. Developed sampling and analysis plans governing the collection, preservation, transport, and documentation of soil, groundwater, and vapor samples. Analyzed and evaluated collected data to develop recommendations for remediation options based on viability, efficiency, economy, and durability. Managed projects, including budget development/tracking, reporting, personnel oversight, and client relations. Michael J. Smith, P.E. Environmental Project Engineer LICENSES/CERTIFICATIONS Professional Engineer: Montana 49502 40-hour HazMat Certified EDUCATIONB.S., Mechanical Engineering, Rensselaer Polytechnic Institute, 1988 COMMUNITY INVOLVEMENTMissoula County Public Schools Board of Trustees, Member CONTINUING EDUCATION Project Management Book Camp, PSMJ, April 2016 Brownfields Grant Writing Tips & Tricks, EPA, 2015 Brownfields: Taking Back Downtown One Brownfield at a Time, EPA, 2015 Aquifer Testing for Improved Hydrogeologic Site Characterization Course, 2014 Pump Characteristics and Applications Course, 2014 Brownfields Tools for Redevelopment Workshop, 2014 Environmental Site Assessments - Changes in the ASTM E1527-13 Standard, 2014 Michael J. Smith, P.E. PROJECT EXPERIENCE City of Missoula Qualified Environmental Professional Services – Sr. Environmental Scientist Performed Phase I and Phase II Environmental Site Assessments, including historical and regulatory records review, site reconnaissance/inspection, key personnel interviews, coordination of sample collection and analysis, and report generation. Researched, identified, and proposed sites for Brownfields designation. Evaluated remediation options for effectiveness, cost, and applicability. Environmental Investigations, Various Locations - Environmental Scientist/Engineer Intern Completed numerous environmental investigations, including Phase I Environmental Site Assessments (ESAs), Remedial Investigations (RIs), Feasibility Studies (FSs), and Environmental Audits. Recently completed several ESAs on properties ranging in size from less than one acre to over 1,200 acres, on both industrial and rural commercial properties. Environmental Compliance Auditing – Sr. Environmental Scientist/Engineer Intern Performed environmental auditing for the expansion of a local chemical manufacturing facility. Calculated projected air emissions and evaluated air permitting requirements, characterized potential hazardous substance inventories and evaluated handling and storage requirements. Open Cut Mining Permitting –Sr. Environmental Scientist/Engineer Intern Oversaw the successful permitting of multiple Open Cut Sand and Gravel Mines through the Department of Environmental Quality. Projects included new mine permitting, amendments for the expansion and modification of existing permitted mines, and compliance services for mines under regulatory enforcement orders. South Avenue Municipal Well Upgrades, Missoula, MT - Engineer Intern Designed and selected large vertical turbine pump and associated piping to increase well capacity. Tasks included well capacity analysis, pump design, piping and instrumentation design, and cost analysis. Lucier Sanitary Sewer System, Missoula County, MT - Engineer Intern Designed a multi-lot subsurface onsite disposal system, including identifying location, system components, and permitting requirements. Completed non-degradation analysis and analyzed soil profiles. Obtained approvals from the Missoula County Health Dept. and DEQ. Big Sky Lake Wastewater Improvements, Missoula County, MT - Engineer Intern Worked closely with the Missoula County Health Department and agency personnel to permit this wastewater system, which utilized Type 2 advanced secondary treatment. Completed non-degradation analysis and soil profiles in compliance with sanitary regulations. Bearmouth Rest Area Design/Build, Granite County, MT - Engineer Intern Assisted with the wastewater analysis, including review of existing preliminary engineering reports, and worked on the design of the discharge system. Completed regulatory compliance with state and local authorities to permit this Montana Department of Transportation project. Henry Family Sanitary Expansion, Missoula County, MT - Engineer Intern Due to the addition of housing to this development, an expansion of the existing wastewater system was required. Design included septic tanks, dosing tanks, and a drainfield in compliance with sanitary regulations. Successfully obtained state and local approvals from DEQ and the Missoula County Health Department. Timberline Estates, Missoula County, MT - Engineer Intern Completed sanitary lifting procedures, including design and location of wastewater system components, non-degradation analysis, soil profiles, and regulatory compliance. Successfully gained approvals from agencies. Michael J. Smith, P.E. Tank Hill Facility, Cut Bank, MT - Project Officer This high-priority State Superfund (CECRA) facility included an operating tank farm to handle crude oils and petroleum condensate products. Petroleum contamination from the site was encountered in the soils and groundwater beneath the town of Cut Bank. Managed all aspects of the project, including a vapor intrusion investigation, hydrologic and hydrogeologic investigations, a groundwater monitoring program, and development of the Final Remedial Investigation and Human Health and Ecological Risk Assessment reports. The Remedial Investigation was an intensive multi-year process that characterized and delineated the location, magnitude, and extent of the contamination and identified the sources. The Risk Assessment included oversight and review of the evaluation of potential threats to human health and the environment, and the development of site-specific cleanup levels. Acted as a liaison between the public and potentially liable parties, and participated in public meetings as representative for the Department of Environmental Quality. Big West Oil Facility, Kevin, MT - Project Officer Managed all aspects of this former oil refinery site project, including a vapor intrusion investigation, a limited groundwater monitoring program, and development of the Final Remedial Investigation and Human Health and Ecological Risk Assessment reports. As with the Tank Hill Facility in Cut Bank, the Remedial Investigation identified the sources, location, magnitude, and extent of the contamination. The Risk Assessment included review of the potential threats to human health and the environment, and the development of site-specific cleanup levels. BNSF Wastewater Treatment System, Seattle, WA, Lincoln, NE & Clovis, NM - Project Manager Managed the design and construction of several large wastewater treatment systems at railway maintenance yards. The design process included the evaluation of the waste stream and selection of treatment technologies. Acted as the engineering design representative during construction, overseeing all construction activities including, verification and quality assurance testing, permit applications, equipment procurement, and budget management. Developed the operation and maintenance manual for each system and trained on-site personnel during start-up. Lessa R. Racow, PLA, ASLA Landscape Architect LICENSES/CERTIFICATIONSLandscape Architect:Montana 274 CLARB Certified Landscape Architect, No. 23518 EDUCATIONMLA, Landscape Architecture, University of Melbourne, 2005 BA, Studio Art, Mount Holyoke College, 1999 PROFESSIONAL ORGANIZATIONS American Society of Landscape Architects COMMUNITY INVOLVEMENT Gallatin Gateway School Board Bozeman Design Review Board 40-Mile Loop Land Trust, Board of Trustees Member, 2009-2011 QUALIFICATIONS Ms. Racow has 14 years of experience in the landscape architecture field on a wide variety of private and public projects. These include landscape design for residential and commercial buildings, hotels, parking lots, stormwater management facilities/ bio-swales, streetscapes, school playgrounds, parklands, and sports parks. Her experience provides thorough knowledge of hardy low- maintenance and native plant species that thrive in harsh, Montana conditions. Working in a holistic manner, she balances aesthetics with construction feasibility. She takes these important aspects of the project into account at the earliest of the design phase. In addition, careful detail to the relationship of project elements is a common thread through the design process. With this thorough approach, the finished project meets and exceeds design parameters, and reduces the need for design changes during the building process. The result is a well constructed and aesthetically pleasing landscape design that the public can interact with in a safe and pleasing manner. PROFESSIONAL EXPERIENCE WGM GROUP, INC., Landscape Architect (<1 Year) Responsible for all aspects of landscape projects, including schematic design, public outreach, design development, team meetings, cost estimating, construction documentation, specifications, and construction administration. FORMESCENT ARCHITECTS, Principal Landscape Architect (3 Years) Responsible for business development, client relations, and project management. Designed landscapes for commercial and residential properties, trails, highways, streetscapes, schools, parklands, urban plazas, transit stops, and parking lots. Provided land planning services for mixed-use developments. Produced master plans and studies, prepared plat documents, facilitated public outreach, and attended project-related municipal meetings and hearings. Developed schematic designs, completed site visits and analysis work, created illustrative drawings including master plans, concept plans, sections, photo visualizations, and perspective renderings. Prepared construction documents, including specifications and cost estimates, and provided construction administration services. inCONTOUR, PLLC, Principal Landscape Architect (4 Years) Harper Houf Peterson Righellis, Inc., Landscape Architect (3 Years) PROJECT EXPERIENCE Blue Lake Park Trail Renderings, Portland OR – Landscape Architect Created before and after realistic renderings for the proposed Blue Lake Park Trail System in Portland, OR. Assisted with public involvement. Trolley Trail, Milwaukie to Gladstone, OR – Landscape Architect Provided landscape architecture, site amenity selection, and illustrative renderings for this six- mile vacated streetcar rail that connects a gap in the 40-Mile trail loop between Milwaukie and Gladstone, OR. Oak Meadows Park, Bozeman, MT – Landscape Architect Provided landscape and irrigation plan for 2½-acre neighborhood park and green space corridor. Work included concept design thru construction documentation. Implemented use of native plantings and innovative irrigation techniques to reduce water usage and improve plant health. Boring Station Trailhead Park, Boring, OR – Landscape Architect Provided landscape architecture services, including 3D model rendering and illustrative renderings, and assisted with public outreach for this conversion of an old streetcar rail station site to a trailhead and parkland. Happy Valley Trail Development Handbook, Happy Valley, OR – Landscape Architect Developed trail sections and guidelines, content, illustrative renderings, and graphic design and layout of this trail design guideline booklet for the City of Happy Valley. Legacy Plaza, University of Montana Western, Dillon, MT – Landscape Architect Assisted in design development and provided construction documents for the landscape plan of a ½-acre pedestrian plaza in the heart of the University Montana Western campus. TownPlace Suite Hotel Landscape, Billings, MT – Landscape Architect Provided landscape and irrigation plan for a 2-acre hotel and parking lot. Work included concept design thru construction documentation. Design focus was on creating pleasant meeting places and providing for chance encounters for extended stay hotel guests in the exterior plaza. 137th/138th Street Corridor, Vancouver, WA – Landscape Architect Provided illustrative graphics and landscape plan for one mile of urban redevelopment streetscape. Design highlights included planted roundabouts, planted and paved medians, and water quality rain gardens. Sherwin Williams Landscape Plan, Helena, MT – Landscape Architect Provided concept design thru construction documentation for ½-acre commercial building and parking lot. The Highlands Development and Trail Master Plan, Bozeman, MT – Landscape Architect Created the master plan for a 454-acre mixed use development, highlighted by an extensive open space and trail system. Mixed use included residential lots, hospital expansion, a multi- use campus, market place, and shops. Responsible for trail system design and coordinating with natural resource expert’s due to the sensitivity of existing wetlands. Additionally, coordinated with Bridger Ski Foundation representatives and to create an all-season trail experience, and with the Gallatin Valley Land Trust to connect the trail system to existing community trails. Lessa R. Racow, PLA, ALSA After Recording Please Return to: Bridger Vale Owners’ Property Association Andy Ebbighausen PO Box 930 Manhattan, MT 59791 BYLAWS OF AND FOR THE BRIDGER VALE SUBDIVISION PROPERTY OWNERS’ ASSOCIATION, INC. THESE BYLAWS for the Bridger Vale Subdivision Property Owners’ Association, Inc. (“Association”) are made and entered into, pursuant to the Montana Nonprofit Corporation Act (“Act”), Section §§ 35-2-113, et seq., MCA, as amended and supplemented, this __ day of , 2018. These Bylaws shall, upon being recorded with the Clerk and Recorder of Gallatin County, Montana, govern and control the administration of the Association. ARTICLE I General Provisions Section 1. Name. The name of the corporation is the Bridger Vale Subdivision Property Owners’ Association, Inc. Section 2. Office. The location of the principal office of the Association shall be 300 Bull Run, Belgrade, Montana, or at such place within Gallatin County as the Board of Directors may designate from time to time. Section 3. Applicability. The provisions of these bylaws are applicable to the Association, formed as a Montana nonprofit corporation to possess and exercise the powers the powers and duties conferred under the Articles of Incorporation of and for the Bridger Vale Subdivision Property Owners’ Association, Inc. (“Articles”) and the Declaration of Covenants, Conditions and Restrictions for the Bridger Vale Subdivision (“Declaration”), which subdivision includes the land, the buildings, common areas, and all other improvements on it, all easements, rights, and appurtenances which belong to it, Bridger Vale Subdivision Bylaws 2 and all other property, personal or mixed, intended for use in connection with the property, described as follows: See EXHIBIT A. (“Property”). The Association is further formed to administer certain real property conveyed as common areas for the benefit of Owners in the Bridger Vale Subdivision. The Property in the Subdivision has been subject to the Declaration, as it sometimes may be amended from time to time, recorded in the real estate records of Gallatin County. Acquisition of any Lot in the Bridger Vale Subdivision will be sufficient to signify acceptance and ratification of the provisions of these Bylaws, the Articles, Declaration, any rules and regulations adopted hereafter adopted, pertaining to the use and operation of the Subdivision, as well as the laws of the City of Bozeman, County of Gallatin, and State of Montana, and an agreement to comply with them. The failure of any Owner to abide by these Bylaws, and all rules and regulations made pursuant thereto, the Articles, Declaration, and the laws of the City of Bozeman, Gallatin County, and the State of Montana, shall be grounds for appropriate legal action by the Association or by an aggrieved Owner against such non-complying Owner. Section 4. Powers and Purpose. The Association shall have all the powers of a nonprofit corporation enumerated and set forth the Montana Nonprofit Corporation Act, Section §§ 35-2-113, et seq., MCA (“Act”) and as set forth in the Articles. The function and purposes of the Association are to carry out and conduct all corporate responsibilities enumerated in the Montana Non-profit Corporation Act, as the same exists from time to time, to carry out and conduct the business of a mutual benefit owners’ association, and as follows. a. Adoption of Bylaws for the governance of the Association; b. General administration and management of the Subdivision and Association or contracting for the same; c. Maintenance, repair and replacement of or provision of maintenance, repair and replacement of common areas, as provided for in the Declaration, including the Park and the interior road and alley; d. Levying assessments and establishing the means and methods of collecting assessments and charges; e. Administer certain real property conveyed as the Park and the interior road and alley for the benefit of Owners in the Subdivision; f. Entering into contracts or hiring of personnel for the management and administration of the affairs of the Association, including the maintenance, repair and replacement of common areas, as described above; and, Bridger Vale Subdivision Bylaws 3 g. Performance of all of the other powers, functions, and duties that may be required or permitted under the Declaration, or Rules and Regulations, as may be adopted by the Board from time to time. Except as to those matters specifically required to be performed by the Owners by the Act, Declaration, these Bylaws, or the rules and regulations adopted by the Board of Directors in accordance with these Bylaws, as the same may from time-to-time be adopted or amended, the foregoing responsibilities shall be performed by the Board of Directors (“Board”) or managing agent. Section 5. Definitions. Capitalized terms used and not defined in these Bylaws shall have the meanings set forth in the Declaration. Section 6. Compliance. The Developer and Declarant and every Owner and all those entitled to occupy a Lot, townhome, and commercial building or unit thereof in the Subdivision shall comply with these Bylaws. ARTICLE II Membership Section 1. Membership. All Owners shall automatically become a Member of the Association and be subject to these Bylaws. Such membership shall terminate without any formal action by the Association whenever such person ceases to own a Lot in the Bridger Vale Subdivision, however, such termination shall not relieve or release any such former Owner from any liability or obligation incurred under or in any way connected with the Association during the period of ownership and membership in the Association, or impair any rights or remedies of other Owners, either through the Board or directly, against a former Owner and member arising out of or in any way connected with ownership or membership and the covenants and obligations incident hereto. The membership rights and privileges of an Owner who is a natural person may be exercised by the Member or Members. The membership rights of an Owner that is a corporation, partnership or other legal entity may be exercised by any officer, director, partner, or trustee, or by any other individual designated by the Owner in a written instrument provided to the Association. Section 2. Class of Membership. The Association will have one (1) class of membership. Section 3. Rights of Members. All Members have the same rights and obligations with respect to any matters involving the Association. All Members are entitled to the use and enjoyment of any common areas, in accordance with terms and conditions shown on all recorded subdivision plats and/or surveys of the Property, the Declaration, the Articles, these Bylaws, and any rules or regulations adopted by the Board of Directors in accordance with these Bylaws, as the same may from time-to-time be amended. Bridger Vale Subdivision Bylaws 4 Section 4. Membership Duties. Members shall have all duties imposed by the Declaration, the Articles, these Bylaws, and any rules and regulations adopted by the Board of Directors in accordance with these Bylaws, as the same may from time-to-time be adopted or amended. Section 5. Failure to Comply. Each Owner shall comply strictly with the provisions of this Declaration, the Bylaws of the Association, and the rules and regulations, decisions and resolutions of the Association adopted pursuant thereto, as the same may be lawfully adopted or amended from time to time. Failure to comply with any of the same shall be grounds for an action to recover sums due, for damages or injunctive relief or both, and other action allowed by law, and for reimbursement of all costs, including attorney fees incurred in connection therewith, which action shall be maintainable by the Board or Association manager in the name of the Association, on behalf of the Owner, or in the proper case, by an aggrieved Owner. Section 6. Transfer of Membership and Succession. Membership in this Association is appurtenant to the Lot, Commercial Building or unit thereof, giving rise to such membership and, accordingly, is non-transferable except to the successor in title to the Lot, Commercial Building or unit thereof, who satisfies the criteria for membership eligibility. Any transfer of title to a Lot, the Commercial Building or unit thereof, shall operate automatically to transfer membership in the Association to the new Owner thereof, subject to payment of all unpaid dues or assessments levied by the Association against the transferred Lot. The membership of each Owner shall terminate when said person or entity ceases to be an Owner, and upon the sale, transfer or other disposition of such person’s or entity’s ownership interest in the Lot, Commercial Building or unit thereof, said person’s or entity’s membership in the Association shall automatically be transferred to the new Owner succeeding to such ownership interest. Such termination shall not relieve any Owner of liability for obligations incurred while a Member of the Association. ARTICLE III Meetings Section 1. Annual Meeting. The annual meeting of the membership shall be held each year at a date and location determined by the Board of Directors. The place, day, and time of such meeting shall be contained in the notice of meetings described below at Section 3. The purpose of the annual meeting shall be for the election of the Board of Directors or filling any vacancies thereon, conducting an annual review of the Corporation’s past and future business and current financial condition, presentation of reports, and for the transaction of such other business of the Association as may come before the meeting. Until such time as all Lots (100%) have been sold or otherwise disposed of by the Developer, the Developer shall take all actions on behalf of the Association. Declarant Bridger Vale Subdivision Bylaws 5 may, at Declarant’s discretion, exercise the option to turn over the Association to Owners at any time after fifty percent (50%) of the Lots are sold. Section 2. Special Meetings. Special meetings of the Members for any purpose or purposes may be called by the President, by the Board of Directors, or by a petition signed by fifty-one percent (51%) of the Members. Notice of any special meeting must specify the reason for the meeting and the matter(s) to be raised, as well as the place, date, and time of such meeting. Only matters set forth in the notice or petition may be brought before the special meeting. Section 3. Notice. Notice of all meetings, annual or special, shall be written or printed stating the place, date, and time of the meeting, and, in the case of a special meeting, the purpose or matter for which the meeting is called, shall be mailed to every Owner of record at his, her, or its address of record at least ten (10) business days but not more than thirty (30) days before the meeting date. Such notice shall be deemed to be delivered when deposited in the United States Mail, addressed to the Member at the address as it appears in the books of the Association, with postage thereon prepaid. It is the duty of each Member to advise the Association of his, her, or its current address. Personal delivery of such notice by the President or Secretary of the Association shall be considered as notice served. Section 4. Quorum. No meeting, annual or special, shall be conveyed to conduct business unless a quorum is present in person or by proxy. A quorum shall consist of fifty-one percent (51%) of the total aggregate interest of the Association. At any time, during any meeting, that quorum is not present, such meeting shall be adjourned forthwith. If the Secretary determines, after diligent effort has been made, that a quorum cannot be assembled for the adjourned meeting, the Secretary may petition the Board to establish a lower quorum requirement for the sole purpose of considering the business to have been transacted at the meeting originally called. If the Board determines that a lower quorum requirement is appropriate under the circumstances, due to the exigent nature of the business to have been transacted or for other good cause, it may establish such lower quorum requirement for the purposes of the adjourned meeting only. If the Board so determines, it shall record in the applicable resolution the specific reason or reasons for such action, and such action shall only be effective with respect to the adjourned meeting and shall not require or constitute an amendment to these Bylaws. Section 5. Order of Business. The order of business at all meetings of Members shall be as follows: a. Roll call and determination of presence of quorum; b. Proof of notice of meeting or waiver of notice; c. Reading of minutes of preceding meeting; d. Reports of officers; Bridger Vale Subdivision Bylaws 6 e. Reports of committees; f. Election of directors (at annual meeting); g. Unfinished business; h. New business; and i. Adjournment. Section 6. Conduct of Meetings. The President, or if not available, the Vice President shall preside over all meetings of the Association. The Secretary shall keep, or shall cause to be kept by assigning this duty to the managing agent or someone else, the minutes of the meeting and record in a minute book all resolutions adopted at the meeting, as well as a record of all votes and transactions occurring at the meeting. Standard rules of conduct shall govern the conduct of all meetings of the Association when not in conflict with the Declaration or these Bylaws. Votes shall be tallied by inspectors appointed by the President, or if not available, the Vice President. Section 7. Informal Action by Members. Unless otherwise provided by law, the Declaration, or herein required, any action required to be taken at a meeting of the Members (except for the election or removal of officers) may be taken without notice of a meeting if a consent in writing, setting forth the actions so taken, signed by a majority of the Members entitled to vote with respect to the subject matter thereof and, by a representative of the Association, is filed with the Secretary of the Association within ten (10) days of the action so taken without a meeting. ARTICLE IV Voting Section 1. Voting Rights of Members. The Association shall have one class of voting membership, as provided in Article II, Section 2. The Owners shall be entitled to one vote for each Lot. When more than one person owns an interest in a Lot, the vote of such Lot shall be exercised as they among them determine, but in no event shall there be more than one vote per Lot. Whenever a quorum is present at a meeting of the Association or the Board of Directors, those present may do any and all acts they are empowered to do unless specific provisions of these Bylaws, the Articles, Declaration, or the laws of City of Bozeman, Gallatin County, or the State of Montana direct otherwise. No Owner may vote at any meeting, or be nominated or elected to serve on the Board of Directors, or as an officer of the Association, if, at the time of such meeting, nomination or election, the Owner is delinquent in the payment of any Assessments or has been determined by the Board to be otherwise in violation of any of the Declaration, these Bylaws, or the rules and regulations adopted by the Board of Directors in accordance Bridger Vale Subdivision Bylaws 7 with these Bylaws. This disqualification shall continue until such time as the Owner has paid such delinquent Assessments or such other violations have been cured. Section 2. Proxy. A vote may be cast in person or by proxy. Proxies shall be duly executed and in writing, shall be valid only for the particular meeting designated therein, and must be filed with the Secretary at least one day prior to the meeting date stated in the notice of the meeting. Such proxy shall be deemed revoked only upon actual receipt by the person presiding over the meeting of notice revocation from the Owner of such townhome. No proxy shall be valid for a period in excess of one hundred eighty (180) days after the execution thereof. ARTICLE V Board of Directors Section 1. Number and Qualifications. The Association must have a Board of Directors, which shall be comprised of not fewer than three (3) Members. The numbers of Directors may be increased or decreased by amendment to these Bylaws, but shall not be less than three (3). Section 2. General Powers. The Directors shall manage the business and affairs of the Association, and in all cases, act as a Board, and may adopt such rules and regulations for the conduct of their meetings and the management of the Association as they may deem proper, not inconsistent with the Declaration, these Bylaw and the laws of this State. The Directors further shall, in general: a. act for and carry on the administration and affairs of the Association as authorized and prescribed by the Articles, Declaration, and these Bylaws, and to do those things which are reasonable and necessary in order to carry out the governance and operation of the Association; b. carry out the duties and responsibilities of the Board in all other matters as may be authorized, needed or required by the Declaration; c. have all powers and duties referred to in the Articles, Declaration or these Bylaws or the laws of the State of Montana; and, d. enforce the provisions of the Declaration and Bylaws of Association. Section 3. Specific Powers. In addition to the General Powers, the Board of Directors shall have the powers and duties to: a. call annual meetings of the Association and give due notice thereof; b. conduct elections of the Board of Directors; c. administer the affairs of the Association and the Subdivision; d. adopt Rules and Regulations, after written notice of the meeting called to adopt such Rules and Regulations is given to all Members, governing the administration, management, operation and use of the Subdivision and the common areas, interior road and alley, and to amend such Rules and Regulations from time to time. Such rules must be approved by two-thirds (2/3) of Members at any Regular or Special meeting of the Association; Bridger Vale Subdivision Bylaws 8 e. manage the Subdivision or to provide for the management of the Subdivision by hiring or contracting with suitable and capable management and personnel; f. pay the expenses of the Association, including taxes, assessments, and for the maintenance, repair and replacement of common areas, the interior road and alley, and to approve payment vouchers at either regular or special meetings; g. provide a means of hearing grievances of Members and to respond appropriately thereto; h. estimate and prepare the amount of the annual budget, to determine the amount of the assessments payable by Members for expenses related to the maintenance, repair and replacement of common areas, the interior road and alley, among other costs which may be included in such assessments; i. levy and collect annual assessments as allowed by the Declaration, these Bylaws and the State of Montana, and to provide for the collection, expenditure and accounting of said assessments; j. levy and collect special assessments whenever, in the opinion of the Board, it is necessary to do so in order to meet increased operating or maintenance expenses, costs or additional capital expenses, or due to emergencies; k. take appropriate legal action to collect any delinquent assessments, payments or amounts due from Members, or from any person(s) owing money to the Association, and to levy a penalty and to charge interest on unpaid amounts due and owing, and to file liens and bring action for foreclosure as provided for in the Declaration. Other than for the collection of delinquent assessments or accounts, the Board shall not initiate any litigation or lawsuit without prior approval of at least two-thirds (2/3) of the aggregate interest of Members; l. defend in the name of the Association, any and all lawsuits wherein the Association is a party defendant; m. enter into contracts and agreements necessary to carry out the duties of the Association; n. establish a bank account for the Association, and any accounts as necessary, to keep therein all funds for the Association. Withdrawal of monies from such accounts shall only be by checks signed by such persons as are authorized by the Board in accordance with these Bylaws; o. provide for the perpetual maintenance of the common areas, the interior road and alley, and to make any assessments necessary for such maintenance p. appoint committees of the Board; and, q. arrange, maintain and renew the insurance for the Association as set forth in the Declaration. Section 4. Execution of Documents. All agreements, contracts, deeds, leases, checks, and other instruments of the Association for expenditures or obligations in excess of Three Thousand Dollars ($3,000) shall be executed by two (2) Directors, as determined by the Board, and those in the amount of Three Thousand Dollars ($3,000), or less, may be executed by one (1) Director, as determined by the Board, or otherwise provided for in these Bylaws. Bridger Vale Subdivision Bylaws 9 Section 5. Number, Term, Election, Officers, Removal and Resignation. a. Number. The number of Directors of this Corporation shall be not less than three (3). Declarant shall have the authority vested in the Association until such time as all Lots (100%) have been sold or otherwise disposed of by Declarant, or Declarant, at Declarant’s discretion, exercises the option to turn over the Association to Owners at any time after fifty percent (50%) of the Lots are sold. At which time the last Lot has been sold or otherwise disposed of by Declarant, or if the Association is sooner turned over to the Owners by Declarant, an election shall be held to duly elect the Board of Directors. b. Term. Directors shall be elected to terms of no more than four (4) years, which shall have the same start and ending times, with the exception of the first Board of Directors elected, in which one member shall serve a three (3) year term, and one member shall serve a two (2) year term, in order to accomplish staggered terms. c. Directors. Among the Board of Directors, a President, Secretary, and Treasurer must be elected. A Vice President may also be appointed or elected among the Directors. One person may simultaneously hold more than one office, but in any event the number of Directors shall not be less than three (3). d. Election of Directors. At each annual meeting, Members shall elect Directors, as needed, which shall hold office until his or her term concludes, and a successor is elected or until his or her death or until he or she resigns or is removed in the manner herein provided. The term of office of each Director elected to fill a vacancy created by death, resignation or removal shall be the balance of the unexpired term. No Director shall serve more than two consecutive terms, however, there shall be no limit on the total number of terms that a Director may serve. Nominations for Directors may be submitted from the floor at any meeting at which an election is to be held to fill a vacancy, or by petition of Members. Unless the Board otherwise determines, if there is a Vice President, the Vice- President shall be the successor to the President. (i) President. The President shall be the principal executive officer of the Association, subject to control of the Board. The President shall supervise and control all the business and affairs of the Association, preside at all meetings of the Members, and shall perform such other duties incident to the office of President as may arise and as may be prescribed by the Board. The President may sign, with the Secretary, or any other proper officer of the Association authorized by the Board, all instruments which the Board has authorized to be executed, except in cases where the signing and execution thereof shall be expressly delegated by the Board, Articles, or Bylaws to some other officer or agent of the Association, or shall be required by law to be otherwise signed or executed. (ii) Vice-President. If a Vice President is elected, in the absence of the President or in the event of the President’s death, inability to act, the Vice-President shall perform the duties of President and, when so acting, shall have all the powers of and be subject to all the restrictions upon the President. The Vice-President shall perform Bridger Vale Subdivision Bylaws 10 such other duties as from time-to-time may be assigned by the President or the Board. (iii) Secretary. The Secretary shall keep the minutes of all meetings of the Board and of the Members, or shall cause to be kept by assigning this duty to the managing agent or someone else, and shall see that all notices are duly given in accordance with the provisions of the Articles and Bylaws, compile the list of Members entitled to vote at any meeting of Members, be custodian of the Associations’ books and records, keep a register of the names and addresses of all Members, and, in general, perform all duties incident to the office of the Secretary and such other duties as from time-to-time may be assigned by the President or by the Board, and as otherwise provided in these Bylaws. The Secretary shall also perform those duties and responsibilities incident to the office of the Treasurer, as follows, unless the Board elects a Treasurer to perform these duties and responsibilities. (iv) Treasurer. The Treasurer shall have charge and custody of and be responsible for, all funds and securities of the Association, receive and give receipts for monies due and payable to the Association from any source whatsoever; keep a full and accurate record of all monies received and expended; deposit all monies in the name of the Association in such banks, trust companies or other depositories as the Board may from time-to-time select; establish and maintain such accounting and fiscal controls, including provision for annual financial statements and/or audits by outside accountants, if directed by the Board, and as in keeping with sound bookkeeping and accounting practices and the laws of the State of Montana; prepare, or assist outside tax preparers or accountants in the preparation of all required tax returns; send notice of levy of all dues or assessments and inform the Secretary of the names of all Members delinquent in payment thereof; and, in general, perform all of the duties incident to the office of a treasurer and such other duties as from time-to-time may be assigned to by the President or the Board. e. Removal and Resignation. Any or all of the Directors may be removed for cause upon the vote of two-thirds (2/3) of Members at a meeting called specifically for that purpose, upon notice being given. A Director may resign at any time by giving notice to the Board, the President, or the Secretary of the Corporation. Unless otherwise specified in the notice, the resignation shall take effect upon receipt thereof by the Board, or such officer, and acceptance of the resignation shall not be necessary to make it effective. If a vacancy occurs, a special meeting of the Association shall be held for the purposes of an election to fill the vacancy. A Director elected to fill a vacancy caused by resignation, death or removal shall be elected to hold office for the unexpired term of his or her predecessor. Bridger Vale Subdivision Bylaws 11 Section 6. Salaries or Compensation. All officers shall serve without salary and/or compensation, however, by resolution of the Board expenses for actual attendance at each regular or special meeting of the Board may be authorized. Section 7. Board Meetings, Special and Regular, Notice. a. Regular Meetings. A regular meeting of the Board shall be held, without additional notice other than this Bylaw, immediately after and at the same place as the Annual Meeting of Members. The Board may provide, by resolution, the time and place for the holding of additional regular meetings with notice being that in the resolution and by mail, facsimile, telephone, hand delivery, or email, at least ten (10) days prior to the date of such meeting. b. Special Meetings. Special meetings of the Board may be called by or at the request of the President or other presiding member of the Board or upon written request of two (2) Directors. The person or persons calling such special meeting of the Board may fix the place for holding the special meeting called by them. c. Notice of Special Meetings. Notice of any special meetings of the Board shall be given at least five (5) business days previous thereto by written notice delivered personally, or by mail, facsimile transmission, or email, providing the date, time, place, and purpose of the meeting. If notice is given by facsimile transmission or email, such notice shall be deemed delivered on the date and at the time shown on the facsimile transmission report or email. If mailed, such notice shall be deemed delivered when deposited in the United States Mail so addressed, with postage thereon prepaid. The attendance or participation of a Director at a meeting shall constitute a waiver of notice of such meeting, unless upon arriving at the meeting, or prior to any vote on a matter not noticed in conformity herewith, such Director objects to lack of proper notice and does not vote for or assent to any action or matter being voted upon. Section 8. Quorum, Proxies, Action Without Notice or Meeting a. Quorum and Manner of Acting. Except as otherwise provided in these Bylaws, at any meeting of the Board a majority of the Directors in office shall constitute a quorum for the transaction of business, but if less than said number is present at a meeting, a majority of the Directors present may adjourn the meeting without further notice. The act of the majority of the Directors present at a meeting at which a quorum is present shall be the act of the Board of Directors, unless otherwise provided herein or by the Montana Non-Profit Corporation Act. In no event may a quorum consist of fewer than two directors. b. Proxies. At all meetings of the Board, a Director may vote by proxy executed in writing by the Director or by his duly authorized attorney-in-fact. Such proxy shall be filed with the Secretary of the Association before or at the time of the meeting. c. Action Without Notice or a Meeting. The Board shall have the right to take any action in absence of notice or formally convened meeting which could be Bridger Vale Subdivision Bylaws 12 taken at a meeting, if such action is taken by all Directors, which must be evidenced by written description of the action taken by all Directors, signed by each Director, and by filing such approval with the Minutes of the proceedings of the Board within ten (10) days of the action so taken without a meeting. An action so approved shall have the same effect as if taken at a duly noticed and convened meeting of the Board at which a quorum was present. ARTICLE VI. Contracts, Checks, and Deposits Section 1. Contracts. The Board may authorize officer or officers, agent or agents, to enter into a contract or execute and deliver an instrument in the name of and on behalf of the Association, and such authority may be general or confined to specific instances, and, unless so authorized by the Board, no officer, agent, or employee shall have the power or authority to bind the Association by a contract or to pledge its credit or otherwise render it liable for any purpose or in any amount. Section 2. Checks, Drafts, Etc. All checks, drafts or other orders for the payment of money, notes or other evidences of indebtedness issued in the name of the Association shall be signed by such Director as provided in these bylaws. Section 3. Deposits. All funds of the Association not otherwise employed shall be deposited from time to time to the credit of the Association in such banks, trust companies or other depositories as the Board of Directors may select. ARTICLE VII Fiscal Year The fiscal year of the Association shall run from January 1st to December 31st of each year. ARTICLE VIII Waiver of Notice Unless otherwise provided by law, whenever any notice is required to be given to any Member or Director under the provisions of these Bylaws or under the provisions of the Articles, a waiver thereof in writing, signed by the person or persons entitled to such notice, whether before or after the time stated therein, shall be deemed equivalent to the giving of such notice. Bridger Vale Subdivision Bylaws 13 ARTICLE IX Assessments Section 1. Levy of Assessments. The Board shall establish and levy all assessments necessary to carry out the purposes of this Association and as provided for by the Declaration. Section 2. Assessment Accounts. On an annual or quarterly basis, as determined by the Board, the Board shall, consistent with the Declaration, establish and levy such assessments as are necessary for payment of the costs of any maintenance, repair, or replacement, and snowplowing of roads and alleys, and landscaping and maintenance as provided for in the Declaration, or other for acquisitions or other capital improvements and maintenance, repair, replacement, and snowplowing and/or landscaping and maintenance thereof as applicable, for the benefit of the Subdivision and Owners; for management and administration of the Association or common areas, liability and other insurance, taxes, if any, and for purposes of deferring costs, including attorneys’ fees, incurred in connection with the Associations’ enforcement of the Bylaws or Declaration, or a reserve for the purpose of deferring, in whole or in part those costs. Assessments may also be made for any purpose contemplated by the Declaration and for any purpose set out in the Act. The amount of such fund and levy of assessments shall be as the Board may, by resolution, from time-to-time establish. Any such assessment shall require a vote of a majority of the Board present at a meeting duly called for such purpose at which a quorum is present. Section 3. Assessments. Except as the Board may otherwise determine is more equitable, all assessments shall be fixed and levied at the same uniform rate equally against each Lot. Assessments for the Commercial Lot shall be proportionate to those fixed and levied against each Lot based on the size of the Commercial Lot relative to the average size of an individual Lot. No assessments will be levied against Lots owned by the Declarant. Assessments shall be collected on an annual basis, or quarterly, as the Board may determine. Notice of all assessments, amount thereof, the purpose for which it is made whether regular or special, an annual budget for expenditures and operation, and due date shall be delivered directly to each Owner, either personally or by first-class mail, postage prepaid according to the Notice provided for in the Declaration. Section 4. Payment. Assessments shall be levied and due and payable within thirty (30) days of the date of mailing of notice of assessments, after which assessment shall be delinquent. Upon becoming delinquent, such assessment shall bear interest at the highest legal rate then allowable, and subject to late fees in an amount determined by the Board. Section 5. Enforcement. Upon notice of assessment, each Owner against which an assessment is levied shall be personally obligated to pay the assessment. Any assessment not paid when due shall, upon notice thereof being filed of record in the Bridger Vale Subdivision Bylaws 14 Office of the Gallatin County Clerk and Recorder, constitute a lien against the lot against which assessment was made as provided for in the Declaration. ARTICLE X Amendments These Bylaws may be altered, amended or repealed and new Bylaws may be adopted by a two-thirds (2/3) vote of Members entitled to vote at a meeting of Members specially called for such purpose at which a quorum is present. The notice of meeting shall contain or be accompanied by the text of the proposed amendment. ARTICLE XI Adoption These Bylaws were adopted by and for the Association by the Subdivision Declarant, Andy Ebbighausen. DATED this _____ day of , 2018. __________________________________________ Andy Ebbighausen Declarant STATE OF _____________ ) : ss. County of _______________ ) On this ______ day of , 2018, before me, a Notary Public for the State of _____________, personally appeared Andy Ebbighausen known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the day and year first above written. ______________________________________ NOTARY PUBLIC for the State of ___________ ______________________________________ Print Name S E A L Residing at: ______________________________ My Commission expires:____________________ Month/Day/Year Bridger Vale Subdivision Bylaws 15 EXHIBIT “A” Legal Description BRIDGER VALE SUBDIVISION P.U.D. LEGAL DESCRIPTION Remainder Tract GLR-1A of Certificate of Survey No. 1221, located in the Southwest Quarter of Section 31, Township 1 South, Range 6 East of P.M.M., Gallatin County, Montana. Area = 282,687 square feet, 6.4896 acres or 26,262.5 square meters. Subject to existing easements. The above described tract of land is to be known and designated as BRIDGER VALE SUBDIVISION P.U.D., City of Bozeman, Gallatin County, Montana; and the lands included in all streets, avenues, alleys and parks or public lands shown on said plat are hereby granted and donated to the City of Bozeman for the public use and enjoyment. Unless specifically listed herein, the lands included in all streets, avenues, alleys, and parks or public lands dedicated to the public are accepted for public use, but the city accepts no responsibility for maintaining the same. The owner agrees that the City has no obligation to maintain the lands included in all streets, avenues, alleys, and parks or public lands hereby dedicated to public use. The lands included in all streets, avenues, alleys, and parks or public lands dedicated to the public for which the City accepts responsibility for maintenance include: Bridger Vale Drive WATERS OF THE US DELINEATION REPORT BRIDGER VALE SUBDIVISION BOZEMAN, MONTANA November 1, 2016 Prepared for: Andy Ebbighausen Ebbighausen Homes Inc. Prepared by: TABLE OF CONTENTS SECTION PAGE 1.0 PROJECT DESCRIPTION..........................................................................11.1 Site Waterways .......................................................................................1 1.2 Climate ...................................................................................................2 2.0 WETLAND DELINEATION METHODS ......................................................6 2.1 Methods...................................................................................................6 2.2 Technical Criteria.....................................................................................6 3.0 WETLAND DELINEATION RESULTS .......................................................9 3.1 NRCS Soil Survey Results........................................................................93.2 W-1 –Artificial,Riverine, Lower Perennial, Rock Bottom .........................9 4.0 SUMMARY...............................................................................................11 5.0 REFERENCES .........................................................................................12 FIGURE 1.0 -USGS 7.5’ Bozeman Quadrangle Topographic Map.......................3FIGURE 2.0 -Aerial Photograph showing the study area ......................................4FIGURE3.0 -NWI map showing study area..........................................................5 TABLE 1.0 -Summary of Attributes for WUS delineated on Property..............11 APPENDIX A -Wetland Determination Data FormsAPPENDIX B -Natural Resource Conservation Service Soil SurveyAPPENDIX C -Photo Log APPENDIX D -Topographic Map -Sheet 1 of 1 COVER PHOTO: Looking north at W-1 and Manley Road Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 1 1.0 PROJECT BACKGROUND An investigation to identify waters of the United States (WUS)on the Bridger Vale Subdivision parcel was completed by Vaughn Environmental Services, Inc.(VES)on September 16, 2016.The tract encompasses 6.49 acres of undeveloped land owned by Andy Ebbighausen and located on Manley Road north of the East Gallatin Recreation Area.The proposed development is legally described as the remaining Tract GLR-1 of COS 157 located in the southwest quarter of Section 31, Township 1 South, Range 6 East,Gallatin County (Figure 1.0 –USGS 7.5’ Bozeman Quadrangle Topographic Map and Figure 2.0 –Aerial Photograph).Figure 3.0 shows the project area on the National Wetland Inventory database map.The wetland boundaries were flagged based on vegetation, soil,and hydrological data collected during the September field investigation.C&H Engineering and Surveying, LLC of Bozeman, Montana, surveyed the flagged boundaries of the wetland within the study area and drafted the Topographic Map shown on Sheet 1 of 1 in Appendix D. The field investigation was completed for the landowner to identify the location, extent, and characteristics of jurisdictional WUS within the study area boundaries for compliance with United States Army Corps of Engineers (USACE)regulations. The USACE requires a permit for the discharge of fill material into WUS in accordance with Section 404 of the Clean Water Act (CWA 1986). A Supreme Court 2001 decision in the case of the Solid Waste Agency of Northern Cook County versus US Army Corps of Engineers (SWANCC) limited the federal authority underthe Clean Water act to regulate certain isolated wetlands. In light of the Court’s decision,WUS as it applies to the jurisdictional limits of the authority of the USACE include the area below the ordinary high water mark (OHWM)of stream channels and lakes or ponds connected to the tributary system, and wetlands adjacent to these waters. The jurisdictional status of wetlands depends on the presence or absence of a connection and/or proximity (meaning bordering, contiguous, or neighboring) to waters of the US. The Waters of the US Delineation report documents the project background, methodology used to identify project WUS, and findings of the field investigation.Six Wetland Determination Data Forms recording data collected near or within W-1, which encompasses a borrow ditch and adjacent wetland fringe located on the east side of Manley Road (Appendix A).US Department of Agriculture soil mapping information for the site is included in Appendix B and photos of the site are included in Appendix C.The Topographic Map on Sheet 1 of 1 in Appendix D shows the boundaries of the study area wetland.The Wetland Delineation Report will be submitted to the USACE and the City of Bozeman as supporting documentation for the 310/404 Joint Application and City plat approval process.The study area encompassed the acreage within the parcel slated for development. The only wetland on the property was located in or near the borrow ditch for Manley Road located on the west property boundary.The land is mapped within the Threeriv- Bonebasin series (556A)found on flood plains formed in alluvium on 0 to 2 percent slopes (Appendix B -USDA/NRCS 2016).The soil map unit has been used historically as pasture and wildlife habitat. Manley Road parallels the west property boundary, agricultural land and single family residences occupy the land north and immediately south of the property,and the East Gallatin Recreation Area owned by Montana, Fish, Wildlife and Parks occupies the parcels located east and south of the subject property. Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 2 1.1 SITE WATERWAYS .The borrow ditch located on the east side of Manley Road contained surface water during the September 2016 investigation. An outlet and man-made channel has been excavated at the north side of the East Gallatin Pond. Water in the channel flows east, then north, then west, on the north side of five residences located at the south boundary of the subject property.Surface water from the channel accumulates in a small pond located at the southernmost end of the borrow ditch (W-1). Water in the borrow ditch flows north 0.38 miles along the east side of Manley Road until it discharges to the East Gallatin River. The discharge point is located on the southeast side of the bridge crossing. The Gallatin Conservation District does not classify the borrow ditch as a perennial stream. No 310 permit will be required for impacts to the ditch channel. 1.2 CLIMATE The Bozeman area climate generally resembles that of a middle latitude steppe, with relatively long cold winters and short cool summers (Pac 1991). The region comprises a mountain complex within the steppe region, resulting in orographic effects that produce a local, cooler and wetter climate. Peak runoff generally occurs during the spring from snowmelt and combined snowmelt/rainfall events. These events produce relatively long periods of runoff. Summer thunderstorms also contribute to peak runoff although they are generally short in duration. The annual pattern of precipitation typically results in increasing precipitation from March to a peak in June, a decline through mid summer, another increase in late August to a second, smaller peak in September, followed by a general decline to the yearly low in February (Pac et al 1993). The annual temperature regime of the study area is generally characterized by significant seasonal variations. Winters are typically long and cold with subfreezing average temperatures from November to March. Average annual precipitation ranges from 13 inches per year at the lower elevations to 50 inches per year at the higher elevations in the Bridger Range north of Bozeman (NRCS 1972). Although the average annual precipitation is low enough to classify most of the area as semi-arid, about 70 percent of the annual total precipitation normally falls during the April to September growing season. Elevations in the study area range from 4,700 to 4,698 feet above mean sea level (amsl) from south to north.The closest meteorological station to the study area is Montana State University located approximately 2.7 miles south of the project at 4,860 feet amsl.Records from 1961 to 1990 for Bozeman indicate that the average annual precipitation is 19.25 inches with an average total snowfall of 92.1 inches. The average temperature at the climate station is 44.2 degrees Fahrenheit (USDA 1990). The mean annual precipitation rate for the predominant soil series in the study area,the Threeriv-Bonebasin loam (509B), is 15 inches. Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 3 Figure 1.0 USGS 7.5 minute Bozeman Quadrangle Topographic Map showing project location. Project Location Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 4 Figure 2.0 Aerial Photograph showing road that bisects study area.Borrow ditch is shown on east side of Manley Road. Waters of the US Delineation Report –Bridger Vale Subdivision 5 Figure 3.0 National Wetland Inventory Map showing study area and PABGx Bozeman Pond south of parcel.The East Gallatin River crosses Manley Road north of site. Bridger Vale Esri, HERE, DeLorme, MapmyIndia, © OpenStreetMap contributors, and theGIS user community Estuarine and Marine Deepwater Estuarine and Marine Wetland Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Freshwater Pond Lake Other Riverine October 31, 2016 0 0.15 0.30.075 mi 0 0.25 0.50.125 km 1:9,762 This page was produced by the NWI mapper National Wetlands Inventory (NWI) This map is for general reference only. The US Fish and WildlifeService is not responsible for the accuracy or currentness of thebase data shown on this map. All wetlands related data shouldbe used in accordance with the layer metadata found on theWetlands Mapper web site. Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 6 2.0 WETLAND DELINEATION METHODS 2.1 METHODS Waters of the US including jurisdictional wetlands within the study area were identified on September 16, 2016,using methodology developed by the USACE and other federal agencies for implementation of Section 404 of the CWA. Delineation procedures involved a review of existing site-specific information and completion of an onsite field investigation based on guidelines for the Routine Determination Method presented in the Field Guide for Wetland Delineation (Environmental Laboratory 1987)and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (USACE 2010). The Routine Level-2 Onsite Determination Method employs primarily qualitative procedures. Sample plots (approximately a 15-foot radius) are established within potential wetlands based on changes in plant communities, plant diversity, topography, and soil type. Data points are generally located parallel to watercourses, perpendicular to the apparent groundwater hydraulic gradient, and/or along topographical breaks. Vegetation composition, hydrology, and soil characteristics are assessed at each data collection point. If all three parameters exhibit positive wetland indictors, the area represented by the sample plot is classified as wetland. If any one of the parameters does not display a positive indicator, the area is classified as a non-wetland or upland unless the wetland is atypical or problematic. The jurisdictional authority of the USACE over wetlands identified in the field depends on the presence or absence of a surface water connection and/or proximity to waters of the US.Six Wetland Data Collection Forms summarizing data collected from three wetland and three upland soil test pits (SP-1 through SP-6)were completed for the artificial riverine wetland W-1 located in the borrow ditch on the east side of Manley Road. 2.2 TECHNICAL CRITERIA A wetland must meet three technical criteria for it to be categorized as jurisdictional. The USACE (259 Federal Register 853532) and the Environmental Protection Agency (47 FR 31810)jointly define wetlands as “areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.” The following conditions must be present for an area to be considered a jurisdictional wetland. 1.Hydrophytic Vegetation: Defined as plant species normally or commonly adapted to saturation of sufficient duration to cause anaerobic conditions in the root zone. 2.Wetland Hydrology: Defined as hydrology supported by sources of water that result in saturated, flooded, or ponded soil conditions. 3.Hydric Soils: Defined as soil that forms under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (59 Fed. Reg. 35680, 7/13/94). Hydrophytic Vegetation Plants must be physiologically or morphologically adapted to saturated or anaerobic soil conditions to grow in wetlands. The USACE and the US Fish and Wildlife Service (USFWS) have determined the estimated probability of finding representative wetland species within specified areas under natural conditions. Accordingly, plants may be categorized as obligate (OBL), facultative wetland (FACW), facultative (FAC), facultative upland (FACU), or upland (UPL) in decreasing order of moisture dependence or tolerance. Obligate species occur greater than 99 percent of the time in a wetland. Facultative wetland species have a 67 to 99 percent probability Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 7 of occurring in a wetland. Facultative species exhibit a 34 to 67 percent probability of occurring in a wetland. Facultative upland species have a 67 to 99 percent probability of occurring in a non- wetland and upland species have a greater than 99 percent probability of occurring in a non- wetland.Species with an indicator status of OBL, FACW,or FAC are considered hydrophytic. Vegetation indicator status for this investigation was derived from the Western Mountains, Valleys, and Coast Region 2016 Regional Wetland Plant List (Lichvar et al. 2016).Taxonomic references included Dorn 1984, Hitchcock 1971, Lackschewitz 1991, and Lesica and Husby 2001. The name and indicator status of individual species within each vegetation stratum was recorded on the data form in descending order of abundance (Appendix A). Under the dominance test introduced in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (USACE 2010), a sample plot is classified as having wetland vegetation if the cumulative total of the estimated percent cover for the dominant hydrophytic species exceeds 50 percent and 50 percent or greater of the dominant species have a hydrophytic indicator status. The Regional Supplement also introduced the Prevalence Index, Morphological Adaptations, and Wetland Non-Vascular plants as indicators of hydrophytic vegetation only when indicators of hydric soil and wetland hydrology are also present. Wetland Hydrology Technical criteria for wetland hydrology guidelines have been established as “permanent or periodic inundation, or soil saturation within 12 inches of the ground surface for a significant period (usually 14 days or more or 12.5 percent of the growing season) during the growing season” (Environmental Laboratory 1987). The minimum duration required for soil saturation is five percent of the growing season in consecutive days. Inundation or saturation for periods less than 5 percent of the growing season is evidence of non-wetland conditions. Systems with continuous inundation or saturation between 5 and 12.5 percent of the growing season may or may not be jurisdictional wetlands based on other criteria. The growing season is defined for purposes of this report as the number of days where there is a 50 percent probability that the minimum daily temperature is greater than or equal to 28Fahrenheit (Environmental Laboratory 1987). The Bozeman growing season extends from May 5 to October 1 according to the WETS Bozeman Climate data. Approximately 19 days of saturation would meet the wetland hydrology criterion for a specific wetland. Either direct observations of inundation or well data showing a free water surface at depths less than 12 inches continuously for more than 5 percent of the growing season have been used nationally to distinguish active wetland hydrology. Surface water, groundwater, direct precipitation, and/or snowmelt may contribute to wetland hydrology. Field observations were used to determine existing wetland hydrology.A positive indication of wetland hydrology requires either one primary indicator or two or more secondary indicators.The Regional Supplement for the Western Mountains area lists the primary indicators as surface water, high water table, saturation, water marks, sediment deposits, drift deposits, algal mat or crust, iron deposits, surface soil cracks, inundation visible on aerial imagery, sparsely vegetated concave surface, water stained leaves, salt crust, aquatic invertebrates, hydrogen sulfide odor, oxidized rhizospheres along living roots, presence of reduced iron, recent iron reduction in tilled soils, and stunted or stressed plants. Secondary indicators include water-stained leaves, drainage patterns, dry-season water table, saturation visible on aerial imagery, geomorphic position, shallow aquitard, FAC-neutral test, raised ant mounds, and frost-heave hummocks. Hydric Soils Soil is considered saturated when the capillary fringe occurs within a major portion of the root zone (within 12 inches of the surface). The Natural Resource Conservation Service (NRCS), Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 8 formerly the Soil Conservation Service (SCS), in cooperation with the National Technical Committee for Hydric Soils (NTCHS), has compiled a list of hydric soils in the United States. The list identifies soil series mapped by the NRCS that meet the hydric criteria. Upland (non-wetland) soils may have inclusions of hydric soils that may not be demarcated on NRCS maps. Field examination of site-specific soil characteristics is necessary to confirm the presence of hydric soils. The profile description presented on the data form reflects site soil conditions as determined from soil pits, not the NRCS designation. The NRCS soil survey information reviewed for the project area is included in Appendix B. Hydric soils exhibit certain physical characteristics that can be observed visually. These characteristics, or indicators, include high organic matter content (histic epipedons), accumulation of sulfidic material, gley formation (greenish or bluish gray color), redoximorphic features (mottling), and low soil chromas (dark soil colors –soil chroma).Organic matter content is estimated visually and texturally; redoximorphic features are identified visually; sulfidic material is identified by the odor of sulfide gases; and soil colors are determined using a Munsell soil color chart (Munsell 1988).The colorimetric determination is to be made immediately below the “A” horizon or 10 inches whichever is less.The Regional Supplement for Western Mountains introduced new classifications for hydric soil indicators based on the soil type (organic, muck or mineral), soil matrix, and type of redoximorphic features such as concentrations, depletions, reduced matrix, or covered or coated sand grains.The full description of each category is included in Chapter Three of the Regional Supplement for the Western Mountains area.Wetland soils can be assumed to be present in any plant community where all the dominant species have an indicator status of OBL or FACW, and the wetland boundary is abrupt (Environmental Laboratory 1987). Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 9 3.0 WETLAND DELINEATION RESULTS A site investigation to determine the presence and extent of waters of the US within the study area was completed by VES on September 16, 2016.C&H Engineering and Surveying surveyed the demarcated boundaries using a global positioning system (GPS). Wetland boundaries were flagged by VES based on the presence of hydrophytic vegetation, hydric soil,and primary hydrologic indicators.Wetland types were based on similarities in physiographic, hydrologic, and plant community characteristics. Site-specific wetland parameters are described on the Wetland Determination Data Forms included in Appendix A.C&H Engineers drafted the Topographic Map that shows the boundaries of W-1 identified within the study area (Sheet 1 of 1,Appendix D). Wetland 1 (W-1) is a man-made,lower perennial,riverine wetland based on the hydrogeomorphic classification system (Smith et al. 1995). The primary source of water is surface water overflow from an outlet on the north end of the East Gallatin pond located south of the subject property.The wetland is classified as rock bottom with emergent vegetation according to the Cowardin classification system (Cowardin et al. 1979).The moisture regime is permanently flooded (PF).Surface water in the man-made channel discharges to the East Gallatin River approximately 0.38 miles north of the parcel. Section 3.1 discusses the Natural Resource Conservation Service (NRCS) soil survey results for the project site.The characteristics of the project WUS are described in Section 3.2. The Wetland Determination Data forms are included in Appendix A and the NRCS soil map and soil descriptions are included in Appendix B. Photographs of the site wetland are included in Appendix C.Appendix D presents the Topographic Map showing the wetland boundaries on Sheet 1 of 1. 3.1 NRCS SOIL SURVEY RESULTS The web soil survey for Gallatin County (USDA/NRCS 2016)maps the man-made channel W-1 within the Threeriv-Bonebasin loam (556A) map unit found on 0 to 2 percent slopes (Appendix B).The Threeriv series consists of very deep,very poorly drained soils taxonomically classified as a fine-loamy over sandy or sandy-skeletal,mixed, superactive,calcareous,frigid Typic Fluvaquents. It is classified as hydric by virtue of the aquic order.The Bonebasin series consists of very deep, very poorly drained soils, taxonomically classified as a superactive, frigid, Fluvaquentic Endoaquolls. The series is classified as hydric. 3.2 W-1 –ARTIFICIAL,LOWER PERENNIAL, RIVERINE,ROCK BOTTOM AND EMERGENT The Topographic Map (Sheet 1 -Appendix D)demarcates the boundaries of W-1.Six soil test pits were excavated to determine the boundary between wetland and upland. Test pits SP- 1 and SP-2 were located in wetland and upland, respectively,on the north half of W-1. Test pits SP-3 and SP-4 were excavated within the wetland boundary on the south half of W-1. Test pits SP-5 and SP-6 were excavated in upland at the edge of the W-1 boundary on the south half of W- 1.A rock layer between 9 and 12 inches on the south half of W-1 restricted the depth of the test pits in some locations.The soil test pit locations are shown on the map in Appendix D. None of the wetland test pits exhibited saturation or inundation.However, there was water flowing in the borrow ditch channel and ponded surface water noted in several areas within the wetland fringe that extends from the ditch. Vegetation –North Half of W-1 Reed canary grass (Phalaris arundinacea –FACW),smooth brome (Bromus inermis – UPL) and spreading bent grass (Agrostis stolonifera –FAC) dominated the vegetation cover at SP-1. Additional species included Northwest Territory sedge (Carex utriculata –OBL)and Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 10 common tansy (Taraxacum vulgare –FACU). The species met the dominance test for vegetation.The same species dominated the cover at SP-2 albeit in different cover percentages. The dominance test was equal to 50 percent.The dominant species met the prevalence test for hydrophytic vegetation. Vegetation –South Half of W-1 Test pit SP-3 was located at the edge of the common cattail (Typha latifolia –OBL) dominated,inundated wetland fringe in the south half of W-1. The cover was dominated by common cattail and spreading bent grass meeting the dominance test for wetland vegetation. Test pit SP-4 was located in wetland east of SP-3.Spreading bent grass, common cattail, orchard grass, and common timothy (Phleum pratense –FAC) dominated the cover meeting the dominance test. Test pit SP-5 was located in upland at the edge of W-1. The plant cover of orchard grass, spreading bent grass, Kentucky bluegrass (Poa pratensis –FAC), and common cattail met the dominance test. Pit SP-6 was located in upland further east of SP-5 and higher in elevation.The same plants observed at SP-5 dominated the cover at SP-6. Soil –North half of W-1 Pit SP-1 revealed a black silt loam (10 YR 2/1)from 11 to 15 inches below the ground surface with 2 percent dark yellowish brown (10 YR 4/4) redox concentrations in the matrix.The redox dark surface was a positive indicator of a hydric soil. The soil profile in SP-2 exhibited a very dark brown (10 YR 2/2) dry, friable silt loam without redoximorphic features.The soil did not meet the wetland criteria. Soil –South half of W-1 Test pit SP-3 revealed a sticky black (10 YR 2/1) silt loam with dark yellowish brown (10 YR 4/4)redox concentrations in the matrix meeting the hydric soil criteria for a redox dark surface. Pit SP-4 exhibited a black silt loam (10 YR 2/1) from 0 to 12 inches bgs with grayish brown (10 YR 5/2) depletions in the matrix near 12 inches bgs.The depleted dark surface met the hydric soil criteria.Pockets of gray sand were noted within the profile.Pit SP-5 revealed a very dark brown (10 YR 2/2) silt clay loam with 2 percent grayish brown (10 YR 5/2) depletions to 9 inches bgs. A rock layer precluded a deeper excavation. The soil characteristics did not meet the hydric soil criteria.Test pit SP-6 was excavated to 13 inches bgs.The characteristics were the same as SP-5. Neither test pit met the wetland criteria for depleted dark surface based on the higher chroma and low percentage of depletions present. Hydrology –North half of W-1 The data collection point at SP-1 provided two secondary indicators of wetland hydrology, saturation visible on aerial imagery and geomorphic position. Data collection point SP-2 was located up the bank slope from SP-1. There were no indicators of wetland hydrology at SP-2. Hydrology –South half of W-1 Primary and secondary indicators of wetland hydrology at SP-3 included a sparsely vegetated concave surface, saturation visible on aerial imagery, and geomorphic position. Test pit SP-4 was located east of SP-3 near the wetland-upland boundary. Saturation visible on aerial imagery and geomorphic position were secondary indicators of wetland hydrology at SP-4. Test pits SP-5 and SP-6 did not exhibit any indicators of wetland hydrology. Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 11 4.0 SUMMARY Wetland W-1 is a man-made,lower perennial, rock bottom, riverine wetland that discharges to the East Gallatin River approximately 0.38 miles north of the subject property.The source of water is overflow from an outlet channel located at the north end of the East Gallatin Recreation Area Pond.The man-made channel is diverted to the borrow ditch on the east side of Manley Road. The wetland was assumed to be jurisdictional based on the downgradient connection to the East Gallatin River. Table 1.0 Summary of Attributes for Wetland W-1 delineated on UPS Property. Wetland Designation Hydrogeomorphic/Cowardin Class Jurisdictional Status Areal Extent (Acres) W-1 Man-made,lower perennial, rock bottom, riverine (PF*)Jurisdictional 0.302 *Permanently flooded. Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision 12 5.0 REFERENCES Clean Water Act, Section 404. 1986. Federal Register -Regulatory Programs of the Corps of Engineers. Cowardin, Lewis M., Virginia Carter, Francis C. Golet, and Edward T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. FWS/OBS-79/31. Office of Biological Services, Fish and Wildlife Services, USDI, Washington, DC. Dorn, R.D. 1984. Vascular Plants of Montana. Mountain West Publishing, Wyoming. Environmental Laboratory 1987. “Corps of Engineers Wetland Delineation Manual,” Technical Report Y-87-1, U.S. Army Engineer Waterways Experiment Station, Vicksbrug, Miss. Hitchcock, A.S. 1971. Manual of the Grasses of the United States, Volume One and Two. Dover Publications, New York. Lackschewitz, K. 1991. Vascular Plants of West-Central Montana –Identification Guidebook. General Technical Report –277. Intermountain Research Station. USDA, Forest Service. Missoula, MT. Lichvar, R.W., D.L. Banks, W.N. Kirchner, and N.C. Melvin. 2016.Western Mountains, Valleys, and Coast Region 2016 Regional Wetland Plant List.The National Wetland Plant List: 2016 wetland ratings.Phytoneuron 2016-30: 1-17. Published 28 April 2016. ISSN 2153 733X. Lesica, P., P. Husby. 2001. Field Guide to Montana’s Wetland Vascular Plants. USDA Natural Resources Conservation Service, Bozeman, MT Munsell. 1988. Soil Color Charts. New Windsor, New York. Smith, R.D., A. Ammann, C. Bartoldus, and M.M. Brinson. 1995. An approach for assessing wetland functions using hydrogeomorphic classification, reference wetlands, and functional indices. Wetland Research Program Technical Report WRP-DE-9. US Army Corps of Engineers Waterways Experiment Station. Vicksburg, MS. US Department of Agriculture, Natural Resource Conservation Service 1990, WETS Climate Summary Data US Department of Agriculture Soil Conservation Service 1987. Hydric Soils of the US. In cooperation with the National Technical Committee for Hydric Soils. Washington DC. U.S. Army Corps of Engineers. 2010.Regional Supplement to theCorps of Engineers Wetland Delineation Manual: WesternMountains, Valleys, and Coast Region (Version 2.0), ed. J. S.Wakeley, R. W. Lichvar, and C. V. Noble. ERDC/EL TR-10-3.Vicksburg, MS: U.S. Army Engineer Research and DevelopmentCenter. WEBSITES: USDA/NRCS Web Soil Survey, Gallatin County, accessed September 2016:http://websoilsurvey.nrcs.usda.gov/app/ APPENDIX A WETLAND DETERMINATION DATA FORMS Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision APPENDIX B NRCS SOIL SURVEY Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision Soil Map—Gallatin County Area, Montana(Ebigghausen - Manley Road) Natural ResourcesConservation Service Web Soil SurveyNational Cooperative Soil Survey 10/3/2016Page 1 of 3506100050611005061200506130050614005061500506160050617005061800506100050611005061200506130050614005061500506160050617005061800496700496800496900497000497100497200 496700 496800 496900 497000 497100 497200 45° 42' 35'' N 111° 2' 35'' W 45° 42' 35'' N111° 2' 6'' W 45° 42' 8'' N 111° 2' 35'' W 45° 42' 8'' N 111° 2' 6'' W N Map projection: Web Mercator Corner coordinates: WGS84 Edgetics: UTMZone12NWGS84 0 150 300 600 900Feet0 50 100 200 300MetersMap Scale: 1:4,060 if printed on Aportrait (8.5" x 11") sheet. Warning: Soil Map may not bevalid at thisscale. LOCATION THREERIV MT Established SeriesRev. GAR-JJU-RJS 06/2011 THREERIV SERIES The Threeriv series consists of very deep, very poorly drained soils that formed in alluvium. These soils areon flood plains. Slopes are 0 to 2 percent. Mean annual precipitation is about 15 inches, and the mean annual air temperature is about 40 degrees F. TAXONOMIC CLASS:Fine-loamy over sandy or sandy-skeletal, mixed, superactive, calcareous, frigidTypic Fluvaquents TYPICAL PEDON:Threeriv loam, in pastureland (colors are for moist soil unless otherwise noted). Oe--0 to 4 inches; partially decomposed sedges, rushes and grasses; slightly alkaline (pH 7.8); clear smooth boundary. (2 to 6 inches thick) Ag--4 to 9 inches; dark gray (10YR 4/1) loam, gray (10YR 5/1) dry; few fine prominent brown (7.5YR 4/4)redox concentrations; weak medium subangular blocky structure; hard, friable, moderately sticky and moderately plastic; few very fine and fine, and common medium roots; 10 percent gravel; stronglyeffervescent; moderately alkaline (pH 8.0). (2 to 9 inches thick) Cg--9 to 29 inches; light brownish gray (10YR 6/2) sandy clay loam consisting of strata of sandy clay loam and sandy loam, light gray (10YR 7/2) dry; common fine prominent dark yellowish brown (10YR 4/6) redoxconcentrations; massive; hard, friable, slightly sticky and slightly plastic; few very fine, fine and medium roots; 10 percent gravel; violently effervescent; moderately alkaline (pH 8.4); clear smooth boundary.(15 to31 inches thick) 2C--29 to 60 inches; variegated extremely gravelly loamy sand; single grain; loose, nonsticky and nonplastic; 60 percent gravel and 15 percent cobbles; moderately alkaline (pH 8.0). TYPE LOCATION:Gallatin County, Montana; 2,200 feet south and 200 feet west of the northeast cornerof sec. 2, T. 1N, R. 1E. RANGE IN CHARACTERISTICS:Mean annual soil temperature -40 to 45 degrees F.Depth to lithologic discontinuity -20 to 40 inches Depth to seasonal high water table -0 to 12 inches Ag horizonHue: 10YR, N, 5Y; dry or moist Value: 5 or 6 dry; 3 or 4 moistTexture: loam, silt loam or silty clay loam Clay content: 18 to 35 percentRock fragments: 0 to 10 percent gravel Calcium carbonate equivalent: 2 to 15 percentReaction: pH 7.9 to 8.4 Cg horizon Hue: 10YR, 5Y or 2.5Y; dry or moistValue: 5 to 7 dry; 4 to 6 moist Chroma: 1 or 2; dry or moistTexture: stratified sandy clay loam, sandy loam, silty clay loam or clay loam Clay content: 15 to 35 percentRock fragments: 0 to 10 percent gravel Calcium carbonate equivalent: 2 to 15 percentReaction: pH 7.9 to 8.4 2C horizon Hue: 10YR or variegated; dry or moistValue: 5 or 6 dry; 4 or 5 moist Texture: loamy sand, loamy coarse sand, sand or coarse sandClay content: 0 to 10 percent Rock fragments: 35 to 85 percent--25 to 60 percent gravel, 10 to 25 percent cobblesReaction: pH 7.4 to 8.4 COMPETING SERIES:Beavrock (MT)-have a seasonal high water table at 12 to 24 inches GEOGRAPHIC SETTING:Landform -flood plains Elevation -4,000 to 6,500 feetSlope-0 to 2 percent Parent material -alluviumClimate-long, cold winters; moist springs; warm summers Mean annual precipitation -10 to 18 inchesMean annual air temperature -38 to 43 degrees F. Frost-free period -70 to 110 days GEOGRAPHICALLY ASSOCIATED SOILS:None listed. DRAINAGE AND PERMEABILITY:Very poorly drained; moderately slow over rapid permeability. USE AND VEGETATION:Threeriv soils are used mainly for pasture and wildlife habitat. Potential nativevegetation may include tall reedgrasses, tall sedges and rushes, American sloughgrass, iris, willows, waterbirch, dogwood and silver buffaloberry, as well as other forbs, grasses, sedges and shrubs. DISTRIBUTION AND EXTENT:Threeriv soils are of small extent in Southwestern Montana. MLRA -44B. MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE:Bozeman, Montana. SERIES ESTABLISHED:Gallatin County, Montana, 1997. REMARKS:Diagnostic horizons and features recognized in this pedon are: Ochric epipedon -from 0 to 9 inches (Oe, Ag horizons)Lithologic discontinuity -at 29 inches (2C horizon) Particle-size control section -from 14 to 44 inches (part of Cg, part of 2C horizons) Threeriv soils have a frigid temperature regime and an aquic moisture regime. ADDITIONAL DATA:Soil interpretation record -MT1640. National Cooperative Soil Survey APPENDIX C PHOTO LOG Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision Photo 1.The view is looking northwest at SP-1 at the edge of the borrow ditch on Manley Road. Photo 2.The view is of SP-2 looking northwest toward Manley Road. Photo 3.The photo is looking west toward SP-3 and Manley Road. Photo 4.The photo is looking at SP-4,east of SP-3. Photo 5.The photo shows SP-5 located outside the east edge of the south half of the wetland looking north. Photo 6.0 The view is looking west at the ponded water at the south end of the south half of the borrow ditch (W-1). Photo 7.0 The view is looking south at the south half of W-1 adjacent to Manley Road. Appendix D WETLAND DELINEATION EXHIBIT Waters of the US Delineation Report –Ebbighausen –Bridger Vale Subdivision Project Name: Bridger Vale - Median Project No.: 180816 Prepared By: SAM Date: September 25, 2018 Description:Probable Landscape Costs for 1/3 Median Item No.Description Quantity Unit Unit Price Total Earthwork 1 Soil Preparation 1805 SF 0.40$ 722$ 722$ Landscape Plantings 2 Shrubs: 1 Gal 223 EA 12.50$ 2,788$ 2,788$ 3 Automatic Irrigation System - Drip Line Only 1805 SF 1.00$ 1,805$ 1,805$ 4 Mulch: 1-1/2" Round Rock, 3" Depth 7 CY 120.00$ 840$ 5 Rock Cobble - 4-6" Dia., 12" Depth 38 CY 20.00$ 760$ 6 Landscape Boulders: (19 @ approx 1200lb) 12 TON 160.00$ 1,920$ 7 Weed Barrier: Typar Professional Landscape Fabric 395 SY 1.22$ 482$ 4,002$ 9,316$ 932$ 10,248$ Please Note: This Opinion of Probable Cost is based on anticipated installation costs. The Opinion is only that; it represents the Consultant’s best judgment as a design professional. Consultant does not guarantee the accuracy of the Opinion as compared to actual bids or cost to the Client. This is provided for general project budgeting purposes and will not be a guarantee of actual installation costs. If the Client desires a higher level of confidence in predicting anticipated construction cost than that provided in the Opinion, the Client should retain the services of a professional cost estimator, or send the documents to bid, for this purpose. Total Subtotal Subtotal Subtotal Subtotal Total Contingency 10% 90% Opinion of Probable Costs Irrigation Other Material www.wgmgroup.com 406.728.4611 109 E. Main St. Ste 1 Bozeman, MT 59715 Page 1 of 1 9/26/2018 W:\Projects\180816\Docs\Cost Estimates\180816_OPC‐Median 90%.xlsx Project Name: Bridger Vale - Open Space Project No.: 180816 Prepared By: SAM Date: September 25, 2018 Description:Probable Landscape Costs Item No.Description Quantity Unit Unit Price Total Earthwork 1 Soil Preparation 6,820 SF 0.40$ 2,728$ 2,728$ Landscape Plantings 2 Trees: 1.5" CAL single-stem deciduous 15 EA 195.00$ 2,925$ 3 Seed: Native Grass 10,844 SF 0.03$ 325$ 4 Shrubs: 1 Gal 6 EA 12.50$ 75$ 3,325$ 5 Temporary Automatic Irrigation System 10,844 SF 1.00$ 10,844$ 6 Automatic Irrigation System 120 SF 1.00$ 120$ 10,964$ 7 Furniture: 4' Wide Bench 2 Allowance 700.00$ 1,400$ 8 Mulch: Organic Compost, 3" Depth 1 CY 80.00$ 80$ 9 Trails: 72" wide, Natural Fines (695 LF) 467 SY 11.00$ 5,137$ 10 Tree Stake Kits 15 EA 40.00$ 600$ 10 Landscape Boulders: (3@ approx 1200lb)1.8 TON 160.00$ 288$ 7,505$ 24,522$ 2,452$ 26,975$ 90% Opinion of Probable Costs www.wgmgroup.com 406.728.4611 109 E. Main St. Ste 1 Bozeman, MT 59715 Please Note: This Opinion of Probable Cost is based on anticipated installation costs. The Opinion is only th t it t th C lt t’ b t j d t d i f i l C lt t d t t Total Subtotal Subtotal Subtotal Subtotal Total Contingency 10% Other Material Irrigation Page 1 of 1 9/26/2018 W:\Projects\180816\Docs\Cost Estimates\180816_OPC‐OpenSpace90%.xlsx Project Name: Bridger Vale - Parkland Project No.: 180816 Prepared By: SAM Date: September 25, 2018 Description:Probable Landscape Costs Item No.Description Quantity Unit Unit Price Total Earthwork 1 Soil Preparation 30,865 SF 0.40$ 12,346$ 12,346$ Landscape Plantings 2 Trees: 1.5" CAL single-stem deciduous 6 EA 195.00$ 1,170$ 3 Trees: 8' HT, multi-stem deciduous 3 EA 185.00$ 555$ 4 Seed: Water Saver Turf Type Fescue Blend 30,865 SF 0.05$ 1,543$ 3 Seed: Native Grass 1,028 SF 0.03$ 31$ 3,299$ 6 Automatic Irrigation System 30,865 SF 1.00$ 30,865$ 30,865$ 7 Mulch: Organic Compost, 3" Depth 1 CY 80.00$ 80$ 8 Trails: 72" wide, Natural Fines (741 LF) 494 SY 11.00$ 5,434$ 9 Tree Stake Kits 9 EA 40.00$ 360$ 5,874$ 52,384$ 5,238$ 57,622$ Please Note: This Opinion of Probable Cost is based on anticipated installation costs. The Opinion is only that; it represents the Consultant’s best judgment as a design professional. Consultant does not guarantee the accuracy of the Opinion as compared to actual bids or cost to the Client. This is provided for general project budgeting purposes and will not be a guarantee of actual installation costs. If the Client desires a higher level of confidence in predicting anticipated construction cost than that provided in the Opinion, the Client should retain the services of a professional cost estimator, or send the documents to bid, for this purpose. Total Subtotal Subtotal Subtotal Total Contingency 10% 90% Opinion of Probable Costs Irrigation Other Material www.wgmgroup.com 406.728.4611 109 E. Main St. Ste 1 Bozeman, MT 59715 Subtotal Page 1 of 1 9/26/2018 W:\Projects\180816\Docs\Cost Estimates\180816_OPC-Parkland90%.xlsx BRIDGER VALE PUD PARK MASTER PLAN September 25, 2018 Prepared for: PO Box 930 Manhattan, Montana 59741 Prepared by: In Conjunction With: Bridger Vale PUD Parks Master Plan September 25, 2018 i CONTENTS Bridger Vale PUD .......................................................................................................................................... 1 Park Master Plan ........................................................................................................................................... 1 Project Location and History ......................................................................................................................... 1 Project Scope ................................................................................................................................................ 1 Park Dedication Requirements ..................................................................................................................... 2 Dedicated Parkland ....................................................................................................................................... 2 Parkland Amenities ....................................................................................................................................... 2 Vegetation ..................................................................................................................................................... 3 Irrigation ........................................................................................................................................................ 3 Soils ............................................................................................................................................................... 4 Trails .............................................................................................................................................................. 4 Maintenance .................................................................................................................................................. 4 Appendix A: Park Plan .................................................................................................................................. 7 Appendix B: Opinion of Probable Cost ......................................................................................................... 8 Bridger Vale PUD Parks Master Plan September 25, 2018 1 PROJECT LOCATION AND HISTORY Bridger Vale PUD is located off Manley Road, on a current access road that services the East Gallatin Recreation Area (EGRA) in Gallatin County, and adjacent to the City of Bozeman. Bridger Vale PUD proposes twenty (20) multi-family townhouse dwelling units and one (1) commercial lot. Legal description of the property is: S31, T01 S, R06 E, C.O.S. 157, REM TRACT SW4 6.472AC. The current use of the land is vacant RR – residential rural. Zoning is Gallatin County MI – light industrial. Annexation to the City of Bozeman has been approved for the property, however the land is not yet annexed. Proposed zoning in the City of Bozeman for the land will be REMU - Residential Emphasis Mixed-use District. Adjacent properties are zones City of Bozeman R-1, M-1, PLI, and Gallatin County AS. Ownership of lots include: HILLMAN MELVIN L & SANDRA L 860 MANLEY RD BOZEMAN, MT 59715- 8776 DOUBLE S PROPERTIES LLC 384 GALLATIN PARK DR STE 201 BOZEMAN, MT 59715- 7928 OLD MARSH HOLDINGS LLC PO BOX 1167 BOZEMAN, MT 59771-1167 BACKCHECK LLC MAIL TO DENNIS STEINHAUER BOZEMAN, MT 59771 DHEIN JUSTIN 291 TURTLE WAY BOZEMAN, MT 59715- 8767 BLACKBURN JAMES W III 279 TURTLE WAY BOZEMAN, MT 59715- 8767 PICKENS JARRED 257 TURTLE WAY BOZEMAN, MT 59715-876 VARNAI CHRISTINE 563 BEAR CROSSING RD GALLATIN GATEWAY, MT 59730-9641 WHEELER JACOB A 213 TURTLE WAY BOZEMAN, MT 59715- 8767 SUNFISH PARK COMMUNITY ASSOCIATION INC PO BOX 4480 BOZEMAN, MT 59772- 4480 There are wetlands and a few existing shrubs and trees on the site. Within the design of the Bridger Vale PUD, care has been taken to preserve as much of the existing wetlands and vegetation as possible. Historical use of the land includes agricultural uses. See the Phase 1 Environmental Site Assessment (ESA) for further detail. PROJECT SCOPE Bridger Vale PUD Park Master Plan is comprised of the following components; dedicated park, open space, and trail network. The residential units and the park are the first phase of the development; the commercial lot and open space will be developed as separate future phases. Upon approval, the open space is planned to immediately transfer ownership to the Bozeman Sunrise Rotary Club, who will further design and develop that parcel beyond what is indicated on the construction documents. Bridger Vale PUD Parks Master Plan September 25, 2018 2 The purpose of this Park Master Plan is to describe the initial level of development and maintenance of the dedicated park and trails. This park design is consistent with the goals of the city’s long-range parks plan in that this park will provide opportunities and amenities for “an active community with parks, recreation facilities and programs, trails, and open spaces that are…outstanding in quality to meet the needs of all of our citizens” (PROST Plan, 2007). The proposed park will meet the recreation needs of the residents of the development through providing passive recreation, walking trails, and connection to the EGRA. In addition, the lawn areas provide potential for active recreational activities. PARK DEDICATION REQUIREMENTS Number of Residential Units: 20 Multi-family dwelling units proposed on 6.47 acre site. Parkland Required: 20 Dwelling Units/acre x 0.03 acres/unit = 0.60 acres of parkland/acre 0.60 acres parkland required Parkland Provided: 0.69 acres 0.69 acres provided - 0.60 acres required = 0.09 acres parkland excess DEDICATED PARKLAND The Bridger Vale PUD dedicated parkland constitutes 0.69 acres of land adjoining the existing EGRA parkland and trail system to the east. The emphasis of this plan is to provide passive recreation and active trail uses by connecting to the existing EGRA trail system. Sidewalks provided throughout the Bridger Vale PUD will also connect to the existing EGRA trail system to the south. The Bridger Vale PUD parkland will be maintained as areas of drought tolerant turf grass and aspen trees to complement the adjoining EGRA parkland. The grasses will be mowed 1-2 times per week or often as deemed necessary. A permanent automatic irrigation system will be provided to all plantings. PARKLAND AMENITIES The Bridger Vale PUD parkland will provide turf grasses, trees, and trails for passive and active recreation in the dedicated parkland. Trees will be provided to offer shade and interest along the trail system. The proposed trails will connect to the existing EGRA trail system. ACCESSIBILITY All parkland amenities and trails are ADA accessible. STREET FRONTAGE Due to the location of the parkland, existing adjacencies, and the desire to connect and expand the usage of the EGRA, it is not possible to provide 100% street frontage of the park perimeter. As much street frontage as possible has been provided. Bridger Vale PUD Parks Master Plan September 25, 2018 3 PARKING REQUIREMENTS No on-street parking is allowed along the alleyway street frontage for the dedicated parkland. Off-street parking is provided in the adjacent EGRA parking lots. FUTURE AMENITIES Any future amenities not indicated in this Park Master Plan will be the responsibility of the Bridger Vale Property Owners Association (POA), City of Bozeman or other future entity established to construct, and build said improvements. FINANCING Appropriate financial planning and bonding will occur as requested by the City of Bozeman. An Opinion of Probable Cost has been provided with this Park Master Plan. CONSTRUCTION All construction shall be performed in accordance with current City of Bozeman standards and the State of Montana Building and Specialty Codes. Prior to site work or planting, a pre- construction meeting(s) with the City of Bozeman shall occur and proper permits shall be obtained. The City of Bozeman must approve all plans and improvements. Any deviation from the Park Master Plan shall be submitted to the City of Bozeman prior to construction. VEGETATION All plant material shall conform to the current American Standard for Nursery Stock, by the American Nursery and Landscape Association. All plants to be nursery grown. Construction documents to specify species, quantities, and selections. TREES Tree selection is based on the current City of Bozeman Tree List and species are subject to the approval of the City of Bozeman. Parkland tree species include single and multi-stem Populus tremuloides (Quaking Aspen). GRASSES Seed mixes are indicated on the construction documents. Turf areas include drought tolerant grass seed. All disturbed areas caused by construction activities shall be seeded as indicated on the construction documents. All lawn seed shall be fresh, clean new crop seed, of local origin. IRRIGATION An automatic irrigation system to sustain the landscape plantings shall be provided, meeting City of Bozeman requirements and state building codes. See irrigation plan. Lawn areas are to be irrigated with sprinkler heads and trees to be irrigated with root zone watering system. The parkland will be irrigated by connecting City of Bozeman water service lines. Upon competition of irrigation installation, as-built drawings shall be provided to the Bridger Vale POA and the City of Bozeman Parks Department. Bridger Vale PUD Parks Master Plan September 25, 2018 4 SOILS See the Phase 1 ESA for soils report regarding soil type and testing. Prior to planting, on-site topsoil shall be tested for soil fertility by a certified testing lab. If necessary, topsoil for turf grasses and tree pits shall be amended as recommended by the soil fertility report and to meet the City of Bozeman minimum requirements. All rocks larger than 1 inch in diameter shall be removed. TRAILS All trails shall meet current ADA Guidelines. Trails shall be 72” in width and match grades when connecting to existing trails. Trail detail is indicated in the construction documents. Trails shall be kept clear of weeds for a minimum period of 2 years following construction completion. Developer is responsible for trail maintenance until 50% of units are sold, thereafter, the Bridger Vale POA shall become responsible. MAINTENANCE RESPONSIBLE PARTY The developer shall be responsible for maintenance of trails, parkland, and irrigation until 50% of the dwelling units are sold. Thereafter the Bridger Vale POA shall take over maintenance. The Bridger Vale POA shall be responsible for parkland insurance, taxes (if any), and maintenance of all parkland amenities. Funds to pay for these items may be collected by the Bridger Vale POA Board, and at its discretion, may adjust the assessments as needed to meet the needs of the POA and parkland. The association shall contract annually with a licensed landscape contractor, for the landscape maintenance of the parklands and irrigation system. The POA shall be responsible for park maintenance until such a time that a City of Bozeman Park Maintenance District is created. TREES The landscape contractor shall provide annual care, trimming, pruning, of trees and replacement of dead trees. All tree trimming shall be performed by a certified arborist and in coordination with the City of Bozeman Forestry Division. TRAILS The landscape contractor shall regularly inspect trails, providing surface maintenance as needed to prevent erosion or unsafe conditions. Weeds shall be controlled on the trail surface, meeting City of Bozeman standards. TURF CARE Grasses shall be mowed 1-2 times per week, or as deemed necessary. Bridger Vale PUD Parks Master Plan September 25, 2018 5 NOXIOUS WEED CONTROL A weed control program shall be created that conforms to the City of Bozeman, Gallatin County Weed Control Board, and NRCS requirements. This will include spot spraying native grass areas and trails. Work shall be done by a licensed contractor, as needed to control weeds per the weed control program. Signs shall be posted prior to application of pesticides or herbicides on the parkland. Signs shall remain in place for the minimum of two days or time period deemed necessary by the chemical manufacturer, whichever is greater. Records shall be maintained in accordance with State of Montana Pesticide Act and copies submitted to the City of Bozeman Parks Department. FERTILIZATION The goal of the Bridger Vale PUD Park Master Plan is to minimize fertilization to prevent unnecessary run-off into streams and wetlands. It is not recommended that native grasses or aspen trees be fertilized. If the ongoing growth of such plants causes concern, a licensed landscape contractor or arborist shall be consulted, and a soil test conducted to deem if fertilizer is needed and/or appropriate, before any native grasses, wildflowers, or trees are fertilized. SNOW AND LEAF REMOVAL There are no sidewalks within the parkland. If in the future, sidewalks are provided, it will be the responsibility of the Bridger Vale POA to contract with a snow removal service to plow snow from sidewalks. Sidewalks must be plowed within 24 hours of the end of a snow fall event, per City of Bozeman. The Bridger Vale POA shall be responsible for contracting with a landscaper, handyman, or other service provider to remove leaf debris from trees in the parkland each autumn. IRRIGATION SYSTEM A licensed landscape contractor or irrigation service technician shall be contracted to maintain, service, and repair the irrigation system. The system shall be charged in spring, typically April, after the ground thaws and once plants emerge from dormancy. The system shall be winterized in the fall, typically late October, prior to the ground freezing. All necessary and standard irrigation practices for winterizing the system shall be performed. Following winterization of the irrigation system, any winter watering shall be done with a water tank or other manual method, to prevent damage to the system. Irrigation system elements should be checked periodically to maintain proper working condition, and replacement heads shall be replaced with the same brand/model to insure continued irrigation coverage. ANIMAL CONTROL All animals must be leashed when in the parklands. All park users must clean up their pet’s waste. Bridger Vale PUD Parks Master Plan September 25, 2018 6 REFUSE There are no proposed refuse containers in the park. If the Bridger Vale POA provides refuse containers at a future date, the POA will be responsible for contracting with a waste collection contractor to have the refuse removed on a weekly basis. APPENDIX A: PARK PLAN Refer to the Construction Documents for the park landscape plans. APPENDIX B: OPINION OF PROBABLE COST DESIGN REPORT STORMWATER MANAGEMENT BRIDGER VALE PLANNED UNIT DEVELOPMENT SITE PLAN Prepared for: Ebbighausen Homes, LLC P.O. Box 930 Manhattan, MT 59741 Prepared by: Project Number:14486 March 2017 INTRODUCTION The Bridger Vale Planned Unit Development (PUD) project is being proposed to annex and rezone to Residential Mixed Use (REMU) Tract GLR-1,COS No. 1221, which is located east of Manley Road at the East Gallatin Recreational Area (EGRA) access road.The project is planned to be developed as a residential subdivision PUD.This design report addresses stormwater management at the site based on the development plan being proposed. STORMWATER DETENTION PONDS All of the site runoff for Bridger Vale Subdivision PUD will be routed to a detention pond proposed south of Bridger Vale Drive on the west side of the site. The site is divided into two drainage areas as shown on the attached drainage area map included in Appendix A at the end of this report.Both drainage areas are routed to Pond 4 through a series of pond overflow structures. There are two retention ponds (Pond 2 and Pond 3) located in the center median strip of Bridger Vale Drive and a small detention pond (Pond 1) located in the western most center median strip. Drainage Area 1 includes the majority of the alley along the rear of the residential lots which will be graded with an inverted crown cross section that will collect runoff from the rear of the lots,all of the buildings,the driveways and the commercial lot.The runoff collected by the alley will be routed to a valley gutter located at the west intersection of the Alley and Bridger Vale Drive and will drain into Detention Pond 1 through a curb cut in the western most median at the lowest grade point.Storm water then is routed through an outlet control structure to Detention Pond 4, and from there through another outlet control structure to the ditch along the east side of Manley Road. Drainage Area 2 will drain the landscaped front yards of four of the buildings, a portion of the Alley, open space and the east end of Bridger Vale Drive.Bridger Vale Drive is proposed to be graded into a valley cross section with a series of retention ponds in the center median strip and the catch curb along the median will collect drainage and route it to the appropriate median pond through four curb cuts.Ponds 1, 2 and 3 are located in the Bridger Vale Drive center median strip.The center median strip (Ponds 2 & 3)has the capacity to detain 796 CF and the western-most pond (Pond 1) has a detention capacity of 926 CF.Drainage Areas 1 &2 have a combined required detention volume of 4,838 CF considering the 10-year 2-hour storm event. Ponds 1, 2 and 3 provide 1722 CF of combined retention and detention.Pond 4 has a volume of 5,404 CF and is located south of Bridger Vale Drive in the platted open space.Pond 4 has been sized to detain runoff from Drainage Areas 1 and 2.It can be seen that the combined retention and detention provided is much greater than the required 4,838 CF. The outlet structure on both detention ponds (Ponds 1 & 4)will have a 1.7” weir which will allow the ponds to drain to the existing ditch at the predevelopment runoff rate.Pond 1 will outlet to Pond 4 through a drop detention pond outlet structure. Pond 4 will then outlet to the existing ditch located along the east side of Manley Road.There is a 30” corrugated metal culvert that currently runs under future Bridger Vale Drive and this culvert will be replaced by a 22” by 36” RCP arch culvert.For a full breakdown of the calculations used in sizing the detention pond please refer to the attached drainage spreadsheets found at the end of the report. INSPECTION AND MAINTENANCE FOR STORMWATER MANAGEMENT FACILITIES The Property Owners Association shall be responsible for the maintenance of the stormwater drainage facilities within the site. The following areas, facilities will be inspected and the identified deficiencies shall be corrected. Clean-out must include the removal and legal disposal of any accumulated sediments and debris from the entire stormwater management system. POA will be responsible for contacting local solid waste division with regards to legal disposal of sediments from stormwater facilities. Storm Water Facilities: 1. Retention Ponds/Detention Ponds: Inspect ponds annually and after major storms (following three days of dry weather after a storm event exceeding ¼ inch of precipitation.) and correct any identified deficiencies to ensure that it is working in its intended fashion and that it is free of trash and debris. Failure for water to percolate or pass through outlet structure within this time period indicates clogging or poor-draining soils. Replace/repair as necessary. Remove and properly dispose of any accumulated sediment or debris as needed. Inspect the embankments and drainage structures for settlement, slope erosion, and downstream swamping. Mow the embankment to control woody vegetation. Remove woody debris from the bottom of the pond. Inspect for channelization at bottom of pond and remove any channels observed. Regrade as required if any channels are found that are not an element of the original design. Remove grass clippings, litter, and debris from ponds. 2. Culverts: Inspect culverts 2 times per year (preferably in spring and fall) to ensure that the culverts are working in their intended fashion and that they are free of debris. Remove any obstructions to flow; remove accumulated sediments and debris at the inlet, at the outlet, and within the conduit and to repair any erosion damage at the culvert’s inlet and outlets around the reinforced concrete flared end section. 3. Detention Pond Outlet Structures: Inspect Outlet Control Structures 2 times per year (preferably in spring and fall) to ensure that these structures are working in their intended fashion, free of debris and that the orifice and trash racks are unobstructed from trash and debris. Clean structures when sediment depths accumulate to the invert of outlet or to the bottom of the inlet weir. Remove floating debris and hydrocarbons if observed at the time of the inspection. 4. Storm Drainage Piping and Manholes Inspect pipe system 2 times per year (preferably in Spring and Fall) via manhole cover access into structures. Clean system when sediment depth reaches the bottom of inlet and outlet piping. Remove and dispose of any sediments or debris (see note at the bottom of page 2 for further detail on sediment disposal). Inspect pipe for any obstruction and remove obstructions immediately. Repair/replace damaged pipes and manholes if observed. 5. Vegetated Areas: Inspect slopes and embankments early in the growing season to identify active or potential erosion problems. Replant bare areas or areas with sparse growth. Where rill erosion is evident, armor the area with an appropriate lining or divert the erosive flows to on-site areas able to withstand the concentrated flows. The facilities will be inspected after major storms and any identified deficiencies will be corrected. 6. Ditches, Swales, Stormwater Chases and other Open Stormwater Channels: Inspect 2 times per year (preferably in Spring and Fall) to ensure they are working in their intended fashion and that they are free of sediment and debris. Remove any obstructions to flow, including accumulated sediments and debris and vegetated growth. Repair any erosion of the ditch lining. Vegetated ditches will be mowed at least annually or otherwise maintained to control the growth of woody vegetation and maintain flow capacity. Any woody vegetation growing through riprap linings must also be removed. Repair any slumping side slopes as soon as practicable. If the ditch has a riprap lining, replace riprap on areas where any underlying filter fabric or underdrain gravel is showing through the stone or where stones have dislodged. Correct any erosion of the channel's bottom or side slopes. The facilities will be inspected after major storms and any identified deficiencies will be corrected. For concrete stormwater chase structures with metal “no slip” cover. Inspect covers to ensure metal edges aren’t protruding above the concrete surface. Correct deficiencies if found. Repair damaged or badly cracked stormwater chases if observed. Standard Maintenance Summary: 1. Remove sediment and oil/grease from retention ponds. 2. Inspect and remove debris from drainage swales, catch basins, and detention ponds. 3. Monitor health of vegetation and revegetate as necessary to maintain full vegetative cover. 4. Inspect for the following issues: differential accumulation of sediment, drain time, signs of petroleum hydrocarbon contamination (odors, oil sheen in pond water), standing water, trash and debris blockages. Note on sediment disposal: In most cases, sediment from a detention pond does not contain toxins at levels posing a hazardous concern. However, sediments should be tested for toxicants in compliance with current disposal requirements and if land uses in the drainage area include commercial or industrial zones, or if visual or olfactory indications of pollution are noticed. Sediments containing high levels of pollutants should be disposed of in accordance with applicable regulations and the potential sources of contamination should be investigated and contamination practices terminated. Equipment Type/Access: All drywells will be cleaned using vacuum trucks. All vacuum trucks will access the site through the proposed alley and parking lot. Cost Estimate: Depending on the amount of rainfall in the given year, the cost to maintain the stormwater infrastructure will vary. It is estimated that the drywells will need to be vacuumed out once per year, with an estimated cost of $1,500 to do so. The applicant will be responsible for financing the maintenance of the stormwater infrastructure. APPENDIX A DRAINAGE AREA MAP APPENDIX B SUPPORTING CALCULATIONS DRAINAGE AREA: Contributing Area C Area (ft2)C * Area Asphalt 0.95 51952 49354 Conc. Drive 0.95 11511 10935 Houses 0.95 24700 23465 Sidewalk 0.95 3879 3685 Open Space 0.2 110531 22106 Boulevard 0.2 11211 2242 Res. Landscaping 0.2 34647 6929 Median 0.2 11106 2221 Comercial Lot 0.8 23349 18679 Total 282886 139618 C = Weighted C Factor 0.49 A = Area (acres)6.49 Required Gutter/Pipe Capacity (10-yr Storm) Tc Overland Flow Tc = 1.87 (1.1-CCf)D1/2/S1/3 S = Slope of Basin (%)2 Storm Return Cf C = Rational Method Runoff Coefficient 0.575 2 to 10 1 Cf = Frequency Adjustment Factor 1 11 to 25 1.1 D = Length of Basin (ft)10 26 to 50 1.2 51 to 100 1.25 Tc Overland Flow (minutes) =2.46 Tc Gutter Flow Tc = L/V/60 V = (1.486/n)R2/3 S1/2 n = Mannings Coefficient 0.013 R = Hydraulic Radius A/P (ft)0.13 (0.15' below top of curb) S = slope (ft/ft)0.009 L = length of gutter (ft)1375 V = mean velocity (ft/s)2.76 Tc Gutter Flow (minutes) =8.29 Tc Total (Overland + Gutter) =10.95 Q = CIA C = Weighted C Factor 0.49 (calculated above) I = 0.64 Tc-0.65 (in/hr)1.93 A = area (acres)6.49 Qrequired (cfs) =6.20 (additional 0.2 minutes added to account for pipe flow) Drainage Area # BRIDGER VALE DETENTION: POND 4 - DRAINAGE AREA 1+2 REQUIRED VOLUME 2. Calculate Area and Weighted C Factor (Post-Development) Contributing Area C Area (ft 2 )C * Area Asphalt 0.95 52385 49766 Conc. Drive 0.95 13996 13296 Houses 0.95 33233 31571 Sidewalk 0.95 7246 6884 Open Space/Landscaping 0.2 152478 30496 Commercial Lot 0.8 23349 18679 Total 282687 150692 A = Area (acres)6.4896 C = Weighted C Factor 0.53 3. Calculate T c (Pre-Development) Tc Overland Flow Tc = 1.87 (1.1-CCf)D1/2/S1/3 Storm S = Slope of Basin (%)0.8 Return (yrs)Cf C = Rational Method Runoff Coefficient 0.2 2 to 10 1 Cf = Frequency Adjustment Factor 1.1 11 to 25 1.1 D = Length of Basin (ft)960 26 to 50 1.2 51 to 100 1.25 Tc (Pre-Development) (minutes)55 4. Calculate Rainfall Intensity (Duration = Pre-Development Tc) i = 0.64x-0.65 (10-yr Storm, Fig. I-3, COB Design Standards) x = storm duration (hrs)0.92 (Tc Pre-Development) i = rainfall intensity (in./hr.)0.68 5. Calculate Runoff Rate (Pre-Development) Q = CiA C = Rational Method Runoff Coefficient 0.2 (open land) i = rainfall intensity (in./hr.)0.68 (calculated above) A = Area (acres)6.49 (calculated above) Q = Runoff Rate (Pre-Development) (cfs)0.88 6. Calculate Required Pond Volume Total Area (acres) =6.49 acres Weighted C =0.53 Discharge Rate (cfs) =0.88 cfs (Equal to Pre-Development Runoff Rate) Duration(min) Duration(hrs) Intensity (in/hr)Qin (cfs)Runoff Volume Release Volume Required Storage (ft3) 40 0.67 0.83 2.88 6916 2112 4804 41 0.68 0.82 2.84 6976 2164 4812 42 0.70 0.81 2.79 7035 2217 4818 43 0.72 0.79 2.75 7093 2270 4823 44 0.73 0.78 2.71 7151 2323 4828 45 0.75 0.77 2.67 7207 2375 4832 46 0.77 0.76 2.63 7263 2428 4834 47 0.78 0.75 2.59 7318 2481 4837 48 0.80 0.74 2.56 7372 2534 4838 49 0.82 0.73 2.53 7425 2587 4838 50 0.83 0.72 2.49 7478 2639 4838 51 0.85 0.71 2.46 7530 2692 4838 52 0.87 0.70 2.43 7581 2745 4836 53 0.88 0.69 2.40 7632 2798 4834 54 0.90 0.69 2.37 7682 2851 4831 55 0.92 0.68 2.34 7731 2903 4828 56 0.93 0.67 2.32 7780 2956 4824 57 0.95 0.66 2.29 7829 3009 4820 58 0.97 0.65 2.26 7876 3062 4815 59 0.98 0.65 2.24 7924 3114 4809 OUTLET STRUCTURE SLOT Q=CLH3/2 Q = Discharge (cfs)0.88 C = Weir Coefficient 3.33 (per COB Design Standards) H = Head (ft)1.5 L = Horizontal Length (ft)0.14 L = Slot Width (inches)1.7 MANNING'S EQUATION FOR PIPE FLOW Project:Bridger Vale PUD Location: By: ADM Date: 2/13/2017 Chk. By:Date: INPUT D= 15 inches d= 14.07 inches Mannings Formula n= 0.013 mannings q=57.7 degrees Q=(1.486/n)ARh2/3S1/2 S= 0.004 slope in/in R=A/P A=cross sectional area P=wetted perimeter V=(1.49/n)Rh2/3S1/2 S=slope of channel Q=V x A n=Manning's roughness coefficient Solution to Mannings Equation Area,ft2 Wetted Perimeter, ft Hydraulic Radius, ft velocity ft/s flow, cfs PVC 0.013 1.20 3.30 0.36 3.68 4.39 PE (<9"dia) 0.015 PE (>12"dia) 0.02 PE(9-12"dia) 0.017 CMP 0.025 ADS N12 0.012 HCMP 0.023 Conc 0.013 Manning's n-values 15" outlet pipe d q D Clear Data EntryCells Drainage Area # PIPE SIZING RETENTION / DETENTION IN THE MEDIAN: POND 1, 2 AND 3- DRAINAGE AREA 2 REQUIRED VOLUME 1. Calculate Area and Weighted C Factor Contributing Area C Area (ft2 )C * Area Asphalt 0.95 14154 13446 Open Space/Landscaping 0.2 43737 8747 Sidewalk 0.95 2918 2772 Total 60809 24966 C=Weighted C Factor 0.41 3. Calculate Required Volume Q = CIA V=7200Q C = Weighted C Factor 0.41 I = intensity (in/hr)0.41 (10 yr, 2hr storm) A = Area (acres)1.40 Q = runoff (cfs)0.23 V = REQUIRED VOL (ft3)1692 DRAINAGE AREA 1 C=0.95 0.95 0.95 0.95 0.2 0.95 Name Area Name Area Name Area Name Area Name Area Name Area Total Area=221878.00 sf COMMERCIAL LOT 23349 SW1 2046 HDSCP2 38231 DVY1 339 LS1 74276 BLDG1 6647 5.093617998ac23349sf SW2 1091 38231 sf DVY2 607 LS2 3425 BLDG2 6648 Composite C =0.582429759 0.536019284 ac SW3 1191 0.877663 ac DVY3 713 LS4 3175 BLDG3 6648 4328 sf DVY4 658 LS7 3347 BLDG4 6648 0.099357 ac DVY5 349 LS8 2937 BLDG5 3321 DVY6 623 LS12 6909 BLDG6 3321 DVY7 691 LS13 12476 33233 sf DVY8 558 LS15 2196 0.762925 ac DVY9 601 108741 sf DVY10 764 2.496349862 ac DVY11 726 DVY12 486 DVY13 821 DVY14 879 DVY15 746 DVY16 451 DVY17 668 DVY18 540 DVY19 2776 13996.00 sf 0.321304 ac DRAINAGE AREA 2 C=0.95 0.95 0.2 Name Area Name Area Name Area Total Area=60809.00 sf SW4 1322 HDSCP1 14154 LS3 803 1.395983 ac SW5 1312 14154 sf LS10 3808 Composite C =0.410561 SW6 284 0.324931 ac LS9 3827 2918 sf LS5 21051 0.066988 ac LS6 564 LS16 5583 LS11 8101 43737 sf 1.004063361 ac