HomeMy WebLinkAbout010 - Appendix I - Water Sewer Storm Design Report
JOB NO. B23-090
MONTANA | WASHINGTON | IDAHO | NORTH DAKOTA | PENNSYLVANIA
JANUARY 2024
406.586.0277
tdhengineering.com
234 East Babcock Street
Suite 3
Bozeman, MT 59715
CLIENT ENGINEER
MIDTOWN 8 TH LLC
767 Fifth Ave., 37th Floor
New York, NY 10153
TD&H Engineering
234 East Babcock Street, Suite 3
Bozeman, MT 59715
Engineer: Cody Croskey, PE
ASPEN 8 MIXED -USE BUILDING
BOZEMAN, MONTANA
BASIS OF DESIGN REPORT
Image courtesy of KSQ Design
01/18/2024
B23-090 Aspen 8 Mixed-Use Building Page 1 of 4
ASPEN 8 MIXED-USE BUILDING
ENGINEERING DESIGN REPORT
JANUARY 2024
Purpose and Introduction
The purpose of this report is to explain how water, sanitary sewer, and storm drainage
improvements will be designed to meet the City of Bozeman requirements and Montana
Public Works Standard Specifications (MPWSS) to provide service to a new residential
building in downtown Bozeman, Montana.
The project is located at the NE corner of (future) N. 8th Avenue and W. Aspen Street,
west of N. 7th Ave. The parcel is comprised of Lots 13-18 and the south 35 feet of Lot 12
in Block 2 of Durston's 2nd Subdivision, located in the SE1/4 of Section 1, T2S, R5E,
Gallatin County, Montana and is 1.4 acres in size. The property is currently vacant and is
located within the (B-2M) Community Business District-Mixed and Midtown Urban
Renewal District (URD).
Proposed development includes new site improvements and construction of a new multi-
story residential building with internal parking garage and ground-floor commercial
space.
Public infrastructure improvements are also proposed with this development including
the extensions of W. Aspen Street and N. 8th Avenue around the project, adjacent alley
widening and paving improvements, replacement & realignment of the existing 8” clay
sewer main in the alley, and installation of new stormwater retention facilities. The
design for these improvements is being addressed separately through a public
infrastructure submittal to the City Engineering Department.
Design Report
Water
The new residential mixed-use building is expected to have 289 new dwelling units and
2,422 S.F of undesignated commercial / retail space. The new estimated domestic water
demands for the project are summarized in Table 1 below with supporting assumptions
and calculations provided in Appendix A in accordance with C.O.B. DSSP Section V.A.4
and the 2017 Water Facility Plan.
Table 1:
Estimated New Water Demands
Average Day Max. Day Peak Hour
New Building Demand 106,684 gpd 170.4 gpm 222.3 gpm
Irrigation for site landscaping and roof-top planter & garden features will also be supplied
from the building’s public water supply.
A new 4-inch domestic water service line and 6-inch fire service line will be extended to
the new building from the existing 8-inch water main in W. Aspen Street. Final service
B23-090 Aspen 8 Mixed-Use Building Page 2 of 4
sizing will be verified by the mechanical engineer in accordance with the Uniform
Plumbing Code, actual fixture unit counts, and fire protection system requirements. The
service lines will be Class 51 ductile iron and will be installed per the City of Bozeman
Design Standards and Modifications to Montana Public Works Standard Specifications
(MPWSS).
The fire flow requirement for the new building is 1,500 gpm based on building size and
construction type as determined following International Fire Code Appendix B criteria.
Fire hydrant flow reports were provided by the City Engineering Department for the
nearest existing fire hydrant to confirm available fire in accordance with C.O.B. DSSP
Section V.A.4 (max day + fire flow = 1,670 gpm). The hydrant flow data indicates an
available fire flow of 5,400 gpm before dropping below a residual pressure of 20 psi. The
project fire flow determination and fire hydrant flow reports are provided in appendix A.
Two existing fire hydrants will also be adjusted to grade along N. 8th Avenue with
installation of the new roadway improvements. The new building’s Fire Department
Connection (FDC) will be located within 100-feet of existing fire hydrant #1368.
Sewer
The new residential mixed-use building is expected to have 289 new dwelling units and
2,422 S.F of undesignated commercial / retail space. The new estimated domestic
sewer demands for the project are summarized in Table 2 below with supporting
assumptions and calculations provided in Appendix B in accordance with C.O.B. DSSP
Section V.B and the 2015 Wastewater Facilities Plan.
Table 2:
Estimated New Sewer Demands
Average Day (gpd) Peak Hour (gpm)
New Building Demand 40,498 -
Lot Infiltration 210 -
Total Sewer Demand 40,708 110.44
An existing 8-inch clay sewer main will be replaced and re-routed in the alley east and
north of the new building. The design for this sewer main replacement is being
addressed separately through a public infrastructure submittal.
A new 10-inch sewer service is proposed to extend from the new building to the sewer
main being replaced in the alley east of the site. Final service sizing for this project will
be verified by the mechanical engineer in accordance with the Uniform Plumbing Code
(UPC) and actual fixture unit counts. It should be noted that the large building sewer is
being driven by UPC standards and large overall building fixture counts, while the sewer
main will be sized to handle the contributing drainage basin flows at full build-out
following C.O.B. DSSP Section V.B. A second 4-inch sewer service with grease
interceptor is also proposed on the east side of the building in the event that a food
service tenant occupies one of the available commercial spaces in the future.
The new sewer service lines will be SDR-26 PVC and will be installed per the City of
Bozeman Design Standards and Modifications to Montana Public Works Standard
Specifications (MPWSS). The 10-inch service line is expected to require a manhole
connection to the sewer main in the alley due to its size.
B23-090 Aspen 8 Mixed-Use Building Page 3 of 4
Storm Drainage
Existing Conditions: The existing project site consists of a vacant field that slopes
generally to the north-east. No existing stormwater management controls are evident at
the site. There is not a readily available storm sewer or outfall adjacent to the property
and site runoff flows via existing overland drainage paths to N. 7th Avenue where it
eventually enters the City’s storm sewer system.
Stormwater Quantity: The proposed site development includes a new large multi-story
building with an internal parking garage and new concrete sidewalks, hardscape plazas,
surface parking areas, and landscaped open spaces.
All of the stormwater from the building roof areas will be collected and conveyed via
internal roof drain piping to an underground infiltration chamber on the east side of the
building, adjacent to the alley. Stormwater from the surface parking and landscaping
areas adjacent to the alley will join the alley runoff and be conveyed by valley gutter to
an underground infiltration chamber located in the alley north of the building.
Since there is not a readily available opportunity to convey the 25-year storm event from
the site to the City’s storm drain system without crossing private properties, the
infiltration chambers for the roof drains and alley are proposed to be oversized to
capture and retain the full volume of the 25-yr, 2-hr storm on site. Then only the very
large and infrequent storms that would not normally be required to be conveyed within
the City’s storm drain system would be allowed to overflow via existing drainage paths to
N. 7th Avenue.
Stormwater runoff from the widened storefront sidewalks and landscaped open spaces
adjacent to N. 8th Avenue and W. Aspen Steet will drain toward the streets and be
conveyed via curb and gutter to new underground infiltration chamber systems proposed
in the boulevards. The stormwater systems for N. 8th Avenue and W. Aspen Street are
being designed to retain & infiltrate the 10-yr, 2-hr design storm from the newly improved
street sections, and will be oversized slightly to include runoff from these adjacent site
areas. Runoff from large storm events in these areas will be conveyed via public right-of-
way to the existing storm drain system in N. 7th Avenue.
Stormwater runoff calculations for the above-mentioned drainage areas are provided in
Appendix C. Detailed design and construction plans for the stormwater systems
proposed with the public right-of-way are being addressed separately through a public
infrastructure submittal.
Stormwater Quality: As mentioned previously, stormwater runoff from the building roof,
parking areas, sidewalks, and landscape areas as well as from adjacent right-of-way
improvements will be collected and routed to sub-surface infiltration chamber facilities
designed to capture and fully retain/infiltrate the flow from either the 10-yr, 2-hr or 25-yr,
2-hr storm events. The design storm retention volumes have also been confirmed to
have enough storage capacity to capture the first half inch of rainfall from the building
and associated impervious areas as shown in the stormwater runoff calculations
provided in Appendix C.
Infiltration: A geotechnical drilling investigation was conducted at the site on July 23,
2021. Groundwater was not observed in 5 boreholes that were drilled to a depth of 20-
B23-090 Aspen 8 Mixed-Use Building Page 4 of 4
feet. However, 2021 was a regionally dry year so additional well log information was
reviewed to verify anticipated groundwater depths. Four monitoring wells were drilled at
the adjacent U-Haul facility in May of 1990. All 4 well logs reported groundwater
encountered at depths ranging from 20.5 to 21.5 feet below the ground surface.
Therefore, it is anticipated that groundwater will be sufficiently deep even with seasonal
fluctuations to allow for a full retention/infiltration strategy to be successful at this site.
Over-excavation below the infiltration facilities or connections to deep dry wells will also
be required to tie the systems into the deeper native gravels below. The geotechnical
investigation logs and well logs are provided in Appendix C.
APPENDIX A
Water Calculations
Aspen 8 Mixed-Use Building
802-910 N. 8th Aveneue
Date: 01.19.24
New Water Demand Calculation
Domestic Water Demand - New Building:
Residential Use:
Residential Units =289 units
People =627.1 people (2.17 people/unit)
Residential Flow =106,612 GPD (170 gpcd)(Per COB Design Standards)
Commercial Use:
Unassigned Retail =2,422 sf
0.056 acres
Commercial Flow =71 GPD 1,285 gal/acre/day per Table 3.9,
2017 Water Facility Plan
Peak Hour Demand:
Average Day Demand =106,684 GPD (All Uses)
Average Day Demand =74.1 gpm (GPD / 1,440 minutes)
Maximum Day Demand =170.4 gpm (Ave. Day x Peaking Factor = 2.3)
Peak Hour Demand =222.3 gpm (Ave. Day x Peaking Factor = 3)
Fire Flow Requirement - New Building:
IBC Construction Type =1A & IIIA
Fire Flow Calculation Area =225,839 sf
Automatic Fire Sprinkler System =Yes
Fire Sprinkler System Type =NFPA 13R
Required Fire Flow =1,500 gpm (per IFC Appendix B)
(Per COB 2015 Wastewater
Facilities Plan)
CITY OF BOZEMAN
Fire Flow Request Form
PHONE (406) 582-3200 FAX (406) 582-3201
Date June 13, 2023
Location North 7th Avenue and West Aspen Street
Pressure Zone South (HGL 5125)
GIS Hydrant ID# 1368
Adjacent Main Size 8-inch DI
Model Scenario Maximum Day Demand, Steady State, Fire Flow
Reference 2017 Water Facility Plan Update1
Hydrant Curves An Excel Spreadsheet with hydrant curves has been provided for the requested
location
Requested Location via the Bozeman Infrastructure Viewer2
If you have questions or need further information feel free to email.
Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to
variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only,
without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or
law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential
damages of any kind whether such damages arise under contract, tort, strict liability or inequity.
HOME OF MONTANA STATE UNIVERSITY
GATEWAY TO YELLOWSTONE PARK
1 https://www.bozeman.net/home/showpublisheddocument/4977/636420174896170000
2 https://gisweb.bozeman.net/Html5Viewer/?viewer=infrastructure
GIS Hydrant #
Available Flow (gpm)Residual Pressure (psi)1368
0 136.22
200 135.63
400 134.7
600 133.45
800 131.89
1,000.00 130.04
1,200.00 127.92
1,400.00 125.52
1,600.00 122.84
1,800.00 119.9
2,000.00 116.7
2,200.00 113.23
2,400.00 109.51
2,600.00 105.54
2,800.00 101.32
3,000.00 96.86
3,200.00 92.15
3,400.00 87.2
3,600.00 82.01
3,800.00 76.58
4,000.00 70.92
4,200.00 65.03
4,400.00 58.9
4,600.00 52.54
4,800.00 45.95
5,000.00 39.14
5,200.00 32.09
5,400.00 24.83
5,600.00 17.34
5,800.00 9.63
6,000.00 1.67
Hydrant Curve
0
20
40
60
80
100
120
140
160
0 1000 2000 3000 4000 5000 6000 7000Residual Pressure (psi)Available Flow (gpm)
Hydrant Curve
1368
Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual
field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any
kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of
cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such
damages arise under contract, tort, strict liability or inequity.
APPENDIX B
Sewer Calculations
Aspen 8 Mixed-Use Building
802-910 N. 8th Aveneue
Date: 01.19.24
New Sewer Demand Calculation
Average Day Sewer Demand :
Residential Use:
Residential Units =289 units
Population =627.1 people (2.17 people/unit)
Residential Flow =40,387 GPD (64.4 gpcd)
Commercial Use:
Unassigned Retail =2,422 sf
0.056 acres
Commercial Flow =111 GPD 2,000 gal/acre/day per Table 2-13, Zone B2-M,
2015 Wastewater Facilities Plan
Infiltration:
Property Size =1.40 acres
Infiltration Flow =210 GPD (150 gpd/acre per COB Design Standards)
Total Development Average Day Demand:
40,708 GPD (residential + commercial + infiltration)
Total Development Peak Sewer Flow:
Average Day Demand =40,498 GPD (residential + commercial)
P =0.6271 (population/1,000)
Peaking Factor =3.92
Peak Sewer Demand =158,818 GPD (avg. day demand)*(peaking factor)
+ Infiltration Flow =210 GPD (not peaked)
Total Peak Flow =159,028 GPD (residential + commercial + infiltration)
Peak Sewer Flow =110.44 GPM (peak flow)/(24 hrs/day)/(60 min/hr)
Values per C.O.B.
2015 Wastewater Facilities Plan
𝑄𝑚𝑎𝑥
𝑄𝑎𝑣𝑔
=18 +𝑠ℎ𝑛𝑠𝑠𝑎𝑛𝑑𝑠𝑛𝑑𝑛𝑑𝑛𝑛𝑙𝑑1/2
4 +𝑠ℎ𝑛𝑠𝑠𝑎𝑛𝑑𝑠𝑛𝑑𝑛𝑑𝑛𝑛𝑙𝑑1/2
Aspen 8 Mixed-Use Building
802-910 N. 8th Aveneue
Date: 01.19.24
10" Sewer Service Pipe Capacity
Input Values
d =0.83 ft =10"
y =0.625 ft =75%
Calculated Values (Equations from Fluid Mechanics by Chow)
Theta (Θ)4.19 rad 2*arccos(1-y/(d/2))
Area (A)0.44 ft2 (1/8)*(Θ-sinΘ)d2
Wetted Perimeter (P)1.75 ft 0.5Θd
Hydraulic Radius (R )0.25 ft (.25)*(1-(sinΘ)/Θ)d
Top Width (T)0.72 ft (sin 0.5Θ)d
Mannings Equation (Equation from Fundamentals of Mechanics by Munson)
n =0.013 (per COB Design Standards)
S0 =0.0104 ft/ft (min. 1/8" per foot for 6" services)
Q =2.04 cfs Q = 1.49/n*A*R2/3*S00.5
Q =917.62 gpm Q gpm = (Q cfs)(7.48 gal/ft3)(60 sec/min)
V =4.66 ft/s V = Q/A
Results A 10" diameter sewer service at the min. 1/8" per foot slope flowing
75% full has the capacity for 917.62 gpm.
Appendix C
Storm Water Calculations
N. 8TH AVE.W. ASPEN ST.ALLEYN. 7TH AVE.W. JUNIPER ST.DESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:B23-090 SW BASINSREV DATE REVISION
ASPEN 8 MIXED-USE BUILDING
BOZEMAN, MONTANA
STORM DRAINAGE BASINS & RETENTION FACILITY SIZING
CJC01.19.24B23-090SHEETEX-1.DWGEngineering
234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715
406.586.0277 • tdhengineering.com BASIN 1:CAVE = 0.90I25 = 0.50A = 0.84 ACV25 = 2,981 CFRRV = 1,442 CFBASIN 2:CAVE = 0.76I25 = 0.50A = 0.66 ACV25 = 1,968 CFRRV = 940 CFBASIN 3:CAVE = 0.66I10 = 0.41A = 1.14 ACV10 = 2,220 CFRRV = 1,406 CFBASIN 4:CAVE = 0.74I10 = 0.41A = 0.44 ACV10 = 952 CFRRV = 609 CF
Aspen 8 Mixed-use Building
Date: 01.19.24
Basin RRV (First 0.5") Calculations
Post-Development Condition:
Basin #Description Total
Area (SF)
Total
Area (AC)
Impervious
Area (SF)
Gravel
Area (SF)
Unimproved
Area (SF)
Landscape
Area (SF)
1 Building - Roof Area 36,436 0.84 36,436 0 0 0
Runoff Reduction Volume (First 0.5" of Rainfall):
P =0.5 Inches (Water Quality Rainfall Depth)
Rv =0.95 (Dimensionless Runoff Coefficient, Rv=0.05+0.9(I)
I =100.0%(Percent Impervious Area Draining to Facility)
A =0.84 AC (Total Drainage Area)
RRV =0.033 AC-FT (Runoff Reduction Volume)*
1,442 CF
Post-Development Condition:
Basin #Description Total
Area (SF)
Total
Area (AC)
Impervious
Area (SF)
Gravel
Area (SF)
Unimproved
Area (SF)
Landscape
Area (SF)
2 Surface Parking & Alley 28,624 0.66 23,488 0 0 5,136
Runoff Reduction Volume (First 0.5" of Rainfall):
P =0.5 Inches (Water Quality Rainfall Depth)
Rv =0.79 (Dimensionless Runoff Coefficient, Rv=0.05+0.9(I)
I =82.1%(Percent Impervious Area Draining to Facility)
A =0.657 AC (Total Drainage Area)
RRV =0.0216 AC-FT (Runoff Reduction Volume)*
940 CF
*RRV = PRvA/12 per Montana Post-Construction Storm Water BMP Design Guidance Manual Eq. 3-1
Aspen 8 Mixed-use Building
Date: 01.19.24
Basin RRV (First 0.5") Calculations
Post-Development Condition:
Basin #Description Total
Area (SF)
Total
Area (AC)
Impervious
Area (SF)
Gravel
Area (SF)
Unimproved
Area (SF)
Landscape
Area (SF)
3 N. 8th Aveneue 49,531 1.14 34,749 0 0 14,782
Runoff Reduction Volume (First 0.5" of Rainfall):
P =0.5 Inches (Water Quality Rainfall Depth)
Rv =0.68 (Dimensionless Runoff Coefficient, Rv=0.05+0.9(I)
I =70.2%(Percent Impervious Area Draining to Facility)
A =1.14 AC (Total Drainage Area)
RRV =0.032 AC-FT (Runoff Reduction Volume)*
1,406 CF
Post-Development Condition:
Basin #Description Total
Area (SF)
Total
Area (AC)
Impervious
Area (SF)
Gravel
Area (SF)
Unimproved
Area (SF)
Landscape
Area (SF)
4 W. Aspen Street 18,958 0.44 15,188 0 0 3,770
Runoff Reduction Volume (First 0.5" of Rainfall):
P =0.5 Inches (Water Quality Rainfall Depth)
Rv =0.77 (Dimensionless Runoff Coefficient, Rv=0.05+0.9(I)
I =80.1%(Percent Impervious Area Draining to Facility)
A =0.435 AC (Total Drainage Area)
RRV =0.0140 AC-FT (Runoff Reduction Volume)*
609 CF
*RRV = PRvA/12 per Montana Post-Construction Storm Water BMP Design Guidance Manual Eq. 3-1
Aspen 8 Mixed-use Building
Date: 01.19.24
Retention Volume Sizing Calcs
Rational Formula "C" Values Per MTDEQ 8 "C"
Impervious Area/Pond Surface 0.9
Gravel Area 0.8
Unimproved Area 0.3
Lawn/landscape 0.1
Post-Development Basin (C Value) Determinations:
Basin #Basin Description Total Area
(SF)
Total Area
(Acres)
Impervious
Area (SF)
Gravel
Area (SF)
Unimproved
Area (SF)
Landscape
Area (SF)
Composite
Cave
1 Building - Roof Area 36,436 0.84 36,436 0 0 0 0.90
2 Surface Parking & Alley 28,624 0.66 23,488 0 0 5,136 0.76
3 N. 8th Aveneue 49,531 1.14 34,749 0 0 14,782 0.66
4 W. Aspen Street 18,958 0.44 15,188 0 0 3,770 0.74
Runoff Volume Calcs (10-yr, 2-hr):
Basin #Basin Description Total Area
(SF)
Total Area
(Acres)
Composite
Cave
CCf
(Cf = 1.0)
10 yr - 2hr
i
(in/hr)
Flow
Q10
(cfs)
Volume
V10
(cf)
3 N. 8th Aveneue 49,531.00 1.14 0.66 0.66 0.41 0.31 2,220
4 W. Aspen Street 18,958.00 0.44 0.74 0.74 0.41 0.13 952
Runoff Volume Calcs (25-yr, 2-hr):
Basin #Basin Description Total Area
(SF)
Total Area
(Acres)
Composite
Cave
CCf
(Cf = 1.1)
25 yr - 2hr
i
(in/hr)
Flow
Q25
(cfs)
Volume
V25
(cf)
1 Building - Roof Area 36,436 0.84 0.90 0.99 0.50 0.41 2,981
2 Surface Parking & Alley 28,624 0.66 0.76 0.83 0.50 0.27 1,968
REVISIONSHEETDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:B21-055 GEOTECHREV DATE NOT FORCONSTRUCTION
ANE 9TEN MIXED USE
BOZEMAN, MONTANA
GEOTECHNICAL INVESTIGATION
TEST PIT LOCATION OVERVIEW B21-05520210730.DWGDFCEngineering
234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715
406.586.0277 • tdhengineering.comSOUTH BUILDINGNORTH BUILDINGN. 8TH AVE.W. ASPEN ST.U-HAULGALLATIN VALLEYFURNITURECAT'SPAWALLEYNOTES:·DISPLAYED TEST PIT & BORING HOLE LOCATIONS & ELEVATIONS ARE APPROXIMATEFIGURE 1
0
2.5
5
7.5
10
12.5
15
17.5
TOPSOIL: Lean CLAY, appears firm, dark brown,
moist
Lean CLAY, soft to very stiff, medium brown, slightly
moist
Poorly-Graded GRAVEL with Sand, dense to very
dense, light grayish brown, slightly moist
1.5
16.0
4-4-5
2-1-2
3-3-4
5-8-13
4-9-18
LEGEND LOG OF SOIL BORING Hole #1SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 22, 2021 B21-055-001
No sample recovery Figure No. 2
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,787.25 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
1 of 2
20
22.5
25
27.5
30
32.5
35
Bottom of Boring
21.5
Ground
water
not
encoun-
tered
18-35-
40 75
LEGEND LOG OF SOIL BORING Hole #1SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 22, 2021 B21-055-001
No sample recovery Figure No. 2
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,787.25 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
2 of 2
0
2.5
5
7.5
10
12.5
15
17.5
TOPSOIL: Lean CLAY, appears firm, dark brown,
moist
Lean CLAY, firm to stiff, medium brown, slightly
moist
- See Figures 21 and 23 for unconfined compression
and consolidation test results
Poorly-Graded GRAVEL with Sand, dense to very
dense, light grayish brown, slightly moist
1.5
16.2
6-5-4
PUSH
3-3-5
4-4-5
2-4-23
T
LEGEND LOG OF SOIL BORING Hole #2SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 3
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,785.53 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
1 of 2
20
22.5
25
27.5
30
32.5
35
Bottom of Boring
20.6
Ground
water
not
encoun-
tered
40-50/
2"50/2"
LEGEND LOG OF SOIL BORING Hole #2SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 3
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,785.53 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
2 of 2
0
2.5
5
7.5
10
12.5
15
17.5
TOPSOIL: Lean CLAY, appears firm, dark brown,
moist
Lean CLAY, firm to stiff, medium brown, slightly
moist
Poorly-Graded GRAVEL with Sand, dense to very
dense, light grayish brown, slightly moist
1.5
15.5
4-5-2
3-3-2
3-3-3
4-5-7
17-33-
46 79
LEGEND LOG OF SOIL BORING Hole #3SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 4
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,785.58 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
1 of 2
20
22.5
25
27.5
30
32.5
35
Bottom of Boring
21.5
Ground
water
not
encoun-
tered
16-38-
42 80
LEGEND LOG OF SOIL BORING Hole #3SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 4
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,785.58 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
2 of 2
0
2.5
5
7.5
10
12.5
15
17.5
TOPSOIL: Lean CLAY, appears firm, dark brown,
moist
Lean CLAY, soft to stiff, medium brown, slightly
moist
Poorly-Graded GRAVEL with Sand, dense to very
dense, light grayish brown, slightly moist
1.5
16.3
4-3-2
2-1-3
3-3-4
3-5-4
4-8-16
LEGEND LOG OF SOIL BORING Hole #4SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 5
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,787.84 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
1 of 2
20
22.5
25
27.5
30
32.5
35
Bottom of Boring
21.5
Ground
water
not
encoun-
tered
44-46-
31 77
LEGEND LOG OF SOIL BORING Hole #4SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 5
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,787.84 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
2 of 2
0
2.5
5
7.5
10
12.5
15
17.5
TOPSOIL: Lean CLAY, appears firm, dark brown,
moist
Lean CLAY, firm to stiff, medium brown, slightly
moist
- See Figures 22 and 24 for unconfined compression
and consolidation test results
Poorly-Graded GRAVEL with Sand, dense to very
dense, light grayish brown, slightly moist
1.5
17.0
5-5-2
4-3-3
PUSH
3-4-5
7-7-9
T
LEGEND LOG OF SOIL BORING Hole #5SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 6
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,789.76 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
1 of 2
20
22.5
25
27.5
30
32.5
35
Bottom of Boring
20.8
Ground
water
not
encoun-
tered
36-50/
2"50/2"
LEGEND LOG OF SOIL BORING Hole #5SPT blows per foot Atterberg Limits
Field Moisture content ANE - North 8th Improvements
Bozeman, MontanaGroundwater Level
Grab/composite sample
1-3/8-inch I.D. split spoon Logged by:Derek Christensen, PE
2-1/2-inch I.D. split spoon Drilled by:O'Keefe Drilling
Truck-mounted CME-75 with 8-inch HSA2-1/2-inch I.D. ring sampler GNP = Granular and Nonplastic
3-inch I.D. thin-walled sampler Note: The stratification lines represent approximate
boundaries between soil types. Actual boundaries
may be gradual or transitional.
July 23, 2021 B21-055-001
No sample recovery Figure No. 6
SheetGRAPHICLOGSOIL DESCRIPTION
SURFACE:Native Grasses
SURFACE ELEVATION:4,789.76 ft
DEPTH (FT)GROUNDWATERSPT BLOWCOUNTSSAMPLEDEPTH (FT)PENETRATION RESISTANCE/MOISTURE CONTENT
0 10 20 30 40 50
= BLOWS PER FOOT
= MOISTURE CONTENT
2 of 2
8/24/2021 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2021
https://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=122118&agency=mbmg&reqby=M&1/1
MONTANA WELL LOG REPORT Other Options
This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole
and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the
Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is
NOT accomplished by the filing of this report.
Go to GWIC website
Plot this site in State Library Digital Atlas
Plot this site in Google Maps
View scanned well log (5/25/2007 3:16:06 PM)
Site Name: U-HAUL CENTER * MW-1
GWIC Id: 122118
Section 1: Well Owner(s)
1) U-HAUL CENTER (MAIL)
N/A
BOZEMAN MT N/A [05/08/1990]
Section 2: Location
Township Range Section Quarter Sections
02S 05E 1 SE¼ NE¼ SW¼ SE¼
County Geocode
GALLATIN
Latitude Longitude Geomethod Datum
45.687948 -111.046501 TRS-SEC NAD83
Ground Surface Altitude Ground Surface Method Datum Date
Addition Block Lot
Section 3: Proposed Use of Water
MONITORING (1)
Section 4: Type of Work
Drilling Method: AIR ROTARY
Status: NEW WELL
Section 5: Well Completion Date
Date well completed: Tuesday, May 8, 1990
Section 6: Well Construction Details
There are no borehole dimensions assigned to this well.
Casing
From To Diameter
Wall
Thickness
Pressure
Rating Joint Type
1.5 31 2 PVC
Completion (Perf/Screen)
From To Diameter
# of
Openings
Size of
Openings Description
10 31 2 .010 SCREEN
Annular Space (Seal/Grout/Packer)
From To Description
Cont.
Fed?
2 6 BENTONITE
Section 7: Well Test Data
Total Depth: 31
Static Water Level: 21.5
Water Temperature:
Unknown Test Method *
Yield gpm.
Pumping water level feet.
Time of recovery hours.
Recovery water level feet.
* During the well test the discharge rate shall be as uniform as possible. This rate may or
may not be the sustainable yield of the well. Sustainable yield does not include the
reservoir of the well casing.
Section 8: Remarks
PROJECT: MTG-007 BORING: MW-1
Section 9: Well Log
Geologic Source
Unassigned
From To Description
0 3 SANDY GRAVEL.(BACKFILL)-OLIVE BROWN-DRY. 30-35% MEDIUM TO
COARSE SAND.
3 13 SILTY CLAY. DARK YELLOWISH BROWN-MOIST;15-25% SILT COHESIVE.
13 19 SANDY GRAVEL.MODERATE BROWN-MOIST;25-30% MEDIUM TO COARSE
SAND-TRACE TO 15% CLAY.
19 31 CLAYEY GRAVEL.GRAYISH RED-MOIST TO WET-SATURATED FROM 25-27'
AND 30-31'; 20-30% CLAY;15-20% MEDIUM TO COARSE SAND.
Driller Certification
All work performed and reported in this well log is in compliance with the Montana well
construction standards. This report is true to the best of my knowledge.
Name:
Company:PRO PUMP & EQUIPMENT INC
License No:MWC-171
Date Completed:5/8/1990
8/24/2021 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2021
https://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=122119&agency=mbmg&reqby=M&1/1
MONTANA WELL LOG REPORT Other Options
This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole
and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the
Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is
NOT accomplished by the filing of this report.
Go to GWIC website
Plot this site in State Library Digital Atlas
Plot this site in Google Maps
View scanned well log (5/25/2007 2:21:54 PM)
Site Name: U-HAUL CENTER * MW-2
GWIC Id: 122119
Section 1: Well Owner(s)
1) U-HAUL CENTER (MAIL)
N/A
BOZEMAN MT N/A [05/08/1990]
Section 2: Location
Township Range Section Quarter Sections
02S 05E 1 SE¼ NE¼ SW¼ SE¼
County Geocode
GALLATIN
Latitude Longitude Geomethod Datum
45.687948 -111.046501 TRS-SEC NAD83
Ground Surface Altitude Ground Surface Method Datum Date
Addition Block Lot
Section 3: Proposed Use of Water
MONITORING (1)
Section 4: Type of Work
Drilling Method: AIR ROTARY
Status: NEW WELL
Section 5: Well Completion Date
Date well completed: Tuesday, May 8, 1990
Section 6: Well Construction Details
There are no borehole dimensions assigned to this well.
Casing
From To Diameter
Wall
Thickness
Pressure
Rating Joint Type
1 31 2 PVC
Completion (Perf/Screen)
From To Diameter
# of
Openings
Size of
Openings Description
20.5 31 2 0.010 SCREEN
Annular Space (Seal/Grout/Packer)
From To Description
Cont.
Fed?
1 17 BENTONITE
Section 7: Well Test Data
Total Depth: 31
Static Water Level: 20.5
Water Temperature:
Unknown Test Method *
Yield gpm.
Pumping water level feet.
Time of recovery hours.
Recovery water level feet.
* During the well test the discharge rate shall be as uniform as possible. This rate may or
may not be the sustainable yield of the well. Sustainable yield does not include the
reservoir of the well casing.
Section 8: Remarks
Section 9: Well Log
Geologic Source
Unassigned
From To Description
0 0.6 ASPHALT
0.6 4 SANDY GRAVEL.OLIVE BROWN-DRY.30-35% MED TO COARSE SAND.
4 13 SILTY CLAY.DARK YELLOWISH BROWN-DRY.20-30% SILT.
13 17
GRAVELLY SAND.MODERATE BROWN-SATURATED AT 13' BUT DRY AT
13.5';20-30% GRAVELS INCREASING W/DEPTH- 15-20% CLAY- MEDIUM TO
COARSE SAND.
17 31
CLAYEY GRAVEL.GREYISH BROWN-SATURATED FROM 23'- 23.5' AND FROM
27-31';20-35% CLAY DECREASING W/ DEPTH;15-20% COARSE SAND-
COARSE GRAVELS.
Driller Certification
All work performed and reported in this well log is in compliance with the Montana well
construction standards. This report is true to the best of my knowledge.
Name:
Company:PRO PUMP & EQUIPMENT INC
License No:MWC-171
Date Completed:5/8/1990
8/24/2021 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2021
https://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=122120&agency=mbmg&reqby=M&1/1
MONTANA WELL LOG REPORT Other Options
This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole
and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the
Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is
NOT accomplished by the filing of this report.
Go to GWIC website
Plot this site in State Library Digital Atlas
Plot this site in Google Maps
View scanned well log (5/25/2007 2:21:37 PM)
Site Name: U-HAUL CENTER * MW-3
GWIC Id: 122120
Section 1: Well Owner(s)
1) U-HAUL CENTER (MAIL)
N/A
BOZEMAN MT N/A [05/09/1990]
Section 2: Location
Township Range Section Quarter Sections
02S 05E 1 SE¼ NE¼ SW¼ SE¼
County Geocode
GALLATIN
Latitude Longitude Geomethod Datum
45.687948 -111.046501 TRS-SEC NAD83
Ground Surface Altitude Ground Surface Method Datum Date
Addition Block Lot
Section 3: Proposed Use of Water
MONITORING (1)
Section 4: Type of Work
Drilling Method: AIR ROTARY
Status: NEW WELL
Section 5: Well Completion Date
Date well completed: Wednesday, May 9, 1990
Section 6: Well Construction Details
There are no borehole dimensions assigned to this well.
Casing
From To Diameter
Wall
Thickness
Pressure
Rating Joint Type
1.5 33 2 PVC
Completion (Perf/Screen)
From To Diameter
# of
Openings
Size of
Openings Description
23 33 2 0.010 SCREEN
Annular Space (Seal/Grout/Packer)
From To Description
Cont.
Fed?
2 21.5 BENTONITE
Section 7: Well Test Data
Total Depth: 33
Static Water Level: 21.5
Water Temperature:
Unknown Test Method *
Yield gpm.
Pumping water level feet.
Time of recovery hours.
Recovery water level feet.
* During the well test the discharge rate shall be as uniform as possible. This rate may or
may not be the sustainable yield of the well. Sustainable yield does not include the
reservoir of the well casing.
Section 8: Remarks
Section 9: Well Log
Geologic Source
Unassigned
From To Description
0 0.5 CONCRETE
0.5 4 SANDY GRAVEL.OLIVE BROWN-DRY;30-35% MED.TO COARSE SAND
4 16 SILTY CLAY.DARK YELLOWISH BROWN-DRY TO MOIST; 10-30% SILT
DECREASING W/DEPTH-TRACE FINE SAND FROM 4'-10'; VERY COHESIVE.
16 23 SANDY GRAVEL MODERATE BROWN- DRY;15-35% MED. TO COARSE SAND-
TRACE TO 10% CLAY; CLAY-RICH STRINGERS
23 33 CLAYEY GRAVEL.MODERATE BROWN- WET TO SATURATED- SATURATED
FROM 29-33';20-35% CLAY INCREASING WITH DEPTH;15-25% SILT.
Driller Certification
All work performed and reported in this well log is in compliance with the Montana well
construction standards. This report is true to the best of my knowledge.
Name:
Company:PRO PUMP & EQUIPMENT INC
License No:MWC-171
Date Completed:5/9/1990
8/24/2021 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2021
https://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=122121&agency=mbmg&reqby=M&1/1
MONTANA WELL LOG REPORT Other Options
This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole
and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the
Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is
NOT accomplished by the filing of this report.
Go to GWIC website
Plot this site in State Library Digital Atlas
Plot this site in Google Maps
View scanned well log (5/25/2007 2:21:00 PM)
Site Name: U-HAUL CENTER * MW-4
GWIC Id: 122121
Section 1: Well Owner(s)
1) U-HAUL CENTER (MAIL)
N/A
BOZEMAN MT N/A [05/10/1990]
Section 2: Location
Township Range Section Quarter Sections
02S 05E 1 SE¼ NE¼ SW¼ SE¼
County Geocode
GALLATIN
Latitude Longitude Geomethod Datum
45.687948 -111.046501 TRS-SEC NAD83
Ground Surface Altitude Ground Surface Method Datum Date
Addition Block Lot
Section 3: Proposed Use of Water
MONITORING (1)
Section 4: Type of Work
Drilling Method: AIR ROTARY
Status: NEW WELL
Section 5: Well Completion Date
Date well completed: Thursday, May 10, 1990
Section 6: Well Construction Details
There are no borehole dimensions assigned to this well.
Casing
From To Diameter
Wall
Thickness
Pressure
Rating Joint Type
2 31 2 PVC
Completion (Perf/Screen)
From To Diameter
# of
Openings
Size of
Openings Description
21.5 31 2 0.010 SCREEN
Annular Space (Seal/Grout/Packer)
From To Description
Cont.
Fed?
2.5 21 BENTONITE
Section 7: Well Test Data
Total Depth: 31
Static Water Level: 21
Water Temperature:
Unknown Test Method *
Yield gpm.
Pumping water level feet.
Time of recovery hours.
Recovery water level feet.
* During the well test the discharge rate shall be as uniform as possible. This rate may or
may not be the sustainable yield of the well. Sustainable yield does not include the
reservoir of the well casing.
Section 8: Remarks
PROJECT: MTG-007
Section 9: Well Log
Geologic Source
Unassigned
From To Description
0 3 SANDY GRAVEL.OLIVE BROWN-DRY;20-30% MEDIUM TO COARSE SAND.
3 16 SILTY CLAY.DARK YELLOWISH BROWN- MOIST TO WET AT 12';15-20% SILT
DECREASING W/DEPTH-TRACE FINE SAND TRACE GRAVELS.
16 22 SANDY GRAVEL.MEDIUM BROWN-DRY TO MOIST;25-35% MED. TO COARSE
SAND;15-25% CLAY DECREASING W/DEPTH.
22 31
CLAYEY GRAVEL. GREYISH RED-MOIST TO WET-SATURATED FROM 28' TO
B.O.H.;25-35% MEDIUM TO COARSE SAND DECREASING W/DEPTH;20-30%
CLAY INCREASING W/DEPTH.
Driller Certification
All work performed and reported in this well log is in compliance with the Montana well
construction standards. This report is true to the best of my knowledge.
Name:
Company:PRO PUMP & EQUIPMENT INC
License No:MWC-171
Date Completed:5/10/1990