HomeMy WebLinkAbout(14d) Phase I Environmental Site Assessment 03-2019 - (Appendix A-E) APPENDIX A
Property Record Card
Property Record Card
Summary
Property Category:RP Subcategory: Residential Property
Geocode: 06-0905-31-4-13-01-000i Assessment Code:00RFH21218
Primary Owner: PropertyAddress: 185 ENDURANCE LN
BRIDGER CENTER LLC
1450 CHERRY DR COS Parcel:
BOZEMAN. MT 59715-5925
NOTE See the Owner tab for all owner information
Certificate of Survey: 885
Subdivision:
Legal Description:
S31, TO S. R06 E, C.O.S. 885, TRACT NW4SE4 12AC
Last Modified: 3/16/2019 12-15:51 PM
General Property Information
Neighborhood:206.003.N Property Type:VAC_U -Vacant Land - Urban
Living Units: 0 Levy District:06-035008-7C 08
Zoning: Ownership %: 100
Linked Property:
No ►inkea properties exist for this property
Exemptions:
No exemptions exist for this property
Condo Ownership:
General: Limited:0
Topography: Fronting:
Utilities: Parking Type:
Access: Parking Quantity:
Location: Parking Proximity:
id 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 12.000 00.00
8/23/2013 8/23/2013 2460408D Warranty Deed
7/30/2004 21581 292D
7/21/2003 2116 262D
7/17/2003 2115 864D
12/31/1997 180 1234D
8/27/1997 176 1917D
')wners
Default Information: BRIDGER CENTER LLC
1450 CHERRY DR
Ownership %: 100
Primary Owner: "Yes"
Interest Type: Fee Simple
Last Modified: 4/23/2014 11:10:36 AM
Name Type
Appraisals
2018 267807 0 267807 COST
2017 267807 0 267807 COST
Market Land
lethod: : Type:Primary Site
Width: Depth:
Square Feet: Acres: 12
Class Code:2101 Value:
Dwellings
Existing Dwellings
No dwellings exist for this parcel
Other Buildings/improvements
No other buildings or yard improvements exist for this parcel
Commercial
Existing Commercial Buildings
No commercial buildings exist for this parcel
Ag/Forest Land
No ag/forest land exists for this parcel
APPENDIX B
AERIAL VIEW PHOTO DOCUMENTATION
Bridger Meadows •
j
Bridger Meadows (looking south)
aid
. y` is ✓+. '-•j^' w:.
i Sub ecY Site � � �� 4 ���F� �•"' rs+.
b
Bridger Meadows (looking east)
-r.
1Subiect siteAV
tot
�' IP
Bridger Meadows (looking north)
�,• _ �" ^-�. -•+r► Y,:,pity of Bozeman_Closed !andfifi - •�.
4, L S•t
7-��'t<, r .,. <' ��:�,y� �-,;-1,� ,f.a. ���" ''� •�. { s ?�' } �'.Ytl,X.:,&, 1r'-
4 a <P
`�1'�li a_.rtS �,�riL i.T� �.i � � r..a •. 1- - ,-I'4i �! ly --o�: -b,�i'�4..-at"%1
APPENDIX C
SOILS
U S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE PACE 1 OF 5
06/14/01
ENGINZERING INDEX PROPERTIES
I Classification I Fragments I Percentage passing
Map symbol I Depth I USDA texture j
I I sieve number-- ILiquldl Plas-
ana soil name I I I I >10 1 3-10 I
1 limicl[icity
Unified I AASHTO lincheslinchesl 4 1 10 J 40
I 200 I )index
I in 1 l 1 1 Pct I Pct ( I I I I Pct
I I I I I i I I I I I I 57e: I I I I I I I I I I I 1
Turner----------1 0-6 1Loam 1CL-ML JA-4
l 0 1 0-10 180-100175-100165-95 150-75 1 25-301 5-10
1 6 12 )Clay loam, JCL, GC, sC JA-6 1 0 I 0-10 165-100160-100155-90 135-70 1 30-401 10-20
I I silty Clay I I
I I I I I I I
I I loam, gravelly) I I I I
I I loam I I I I I 1
( I I I I I I I I
1 12-26 ILoam, clay JCL. GC, SC JA-6 1 0 1 0-10 165-100160-100J55 95 140-75 1 30-401 10-15
I I loam, gravellrl l I I I I I I I I
I 1 loam I 1 I I I
1 26-60 )very gravel) M 1 I I
y IG. . G?, GP-GMIA-1 1 0 110-30 125-60 115-50 110-35 1 0-15 l 0-141 UP
I I loamy sand, I I I I I I I I I I
I very gravelly 1 I I I I I I
I I
I sand. I I I I I I I I I I
I I extremely I I I I I I I I I I
I 1 gravelly sand I I I I I I I I I I
I I
I I I I I I I I I I 5098: I I I 1
Enbar----- -----1 0-22 1Loam I I I I I I I
ICL-ML IA-4 1 0 1 0 180.100175-100160-85 150-75 1 20-301 5-10
1 22.49 ILoam, sandy JCL-ML, ML JA-4 I 0 1 0 180.100175-100160-85 150-75 120-301 NP-10
I I loam I I I I I I I I I I
1 49-60 Ivery gravelly IGM. GP-GM IA-1, A-2 I 0 I 0-10 125-60 115-50 110-40 1 5-30 115-251 NP-5
I i sandy loam, I 1
I I I I I I I I
I I very gravelly I I I I I I
I ( I I
I I loamy sand, I I I I I I I I I I
I I extremely I 1 I I I I I I I I
I I gravelly sandy) I I I
I I loam I I I I I I I I
I I I I I I I I
I I
407A: 1 I 1 I I I I I I I I
I I I I I I I I I
Sudworth--------1 0-24 (Loam ICL-ML JA-4
1 0 1 0-30 190-100185-300165-95 160-85 1 25-301 5.10
1 24-29 (Loam, silt ICL-ML JA-4 1 0 1 0 190-100190-100165-95 160-85 1 25.351 5-10
I I loam, clay 1 I I I I I I
I 1 loam I I I
l I I I I I I I I I
1 29-60 Ivery gravelly IGP-GM, SP-SM IA-1 1 0 1 5-35 130.60 130-50 115-35 1 5-10 1 0-141 NP
I I loamy sand, I I I J I I I I I I
I I extremely I 1 I I I I I I
I 1 gravelly sand,) I I
I I I I I I I I I
I I extremely I I I I I J I I I I
I 1 cobbly loamy 1 1 I I J I I I I I I ► sand 1 I I I I I I I I I
I I 1
I I I I I I I I
U.S. DEPARTMENT OF AGRICULTURE PACE 2 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
ENGINEERING INDEX PROPERTIES--Continued
Classification J Fragments ( Percentage passing 1 J
Map symbol I Depth 1 USDA texture I I 1 sieve number-- IL:quidl Plas-
and soil name I ! I I J >10 1 3-10 1 ! limitlticity
I I Unified I AASRTO lincheslinchesl 4 1 10 1 40 I 200 J lindex
I I I I I I I I I I I I
I In I I I I Pct I Pct I 1 i I I Pct I
I I I I I I I I I I 1 1
407A (con.): I I I 1 I I I I I I I I
Nesda-----------1 0-11 ILoam 1ML, SM IA-4 J 0 J 0-5 190-100185-100165-95 135-75 1 15-251 UP-5
1 11-60 Ivery gravelly IGM. GP. IA-1 1 0 1 0-25 125-60 115-50 1 5-40 1 0-20 I -- I NP
I I sand. very I GP-Q4. SP-SMI I I I I I I I J
1 I gravelly loamyl I I I I I I I I I
I J sand.
I I extremely I 1 I I I I I I I I
I I gravelly sand 1 I I I I I I I I I
I I I I I I I I I I 1 I
606A: I I I I I I I 1 I I I
Riverwash. 1 1 I J I I I I I I I I
I I I I I I I I I I I I
Bandy-----------I O-8 ILoam JCL-ML JA-4 1 0 1 0-10 195-100195-100180-95 ISS-75 125-301 5-10
1 6-17 JSandy loam. ICL-ML. SC-SM JA-2-4. A-4 1 0 1 0-2S 170-95 165-90 145-75 12S-60 1 20-2SI 5-10
I I cobbly sandy I
I I loam, gravellyl 1 ( J I I I I I I
I I loam I I I I I I I I I I
1 17-60 IVery gravelly IGM, GP-GM, JA-1 1 0 110-30 135-65 125-SS 115-40 1 5-I5 1 20-251 NP-5
I I sand. I SP-SM I I I I I I I I I
I J extremely I I I 1 I I I 1 I I
I I gravelly loamy) I I I I I I I I I
I I coarse sand. I 1 I I I I ( I I 1
I J very cobbly 1 I I I I I I I I
I J loamy sand l I I I I I I I I I
I I I I I I I I I I I I
8onebasin-------1 0-11 Jl.oam JCL-ML JA-4 10 1 0 195-100190-100175-95 JSS-75 1 25-101 5-10
J 11-21 IStratified JCL, CL-ML. JA-2, A-4. A-61 0 1 0 195-100190-100160-90 130-70 1 25-351 5-15
I I sandy loam to l SC. SC-SM I I I I I I I I I
I I silty clay
I I loam I I I I I I I I I I
J 21-60 IVery cobbly IGM, GP-GM. JA-I 1 0 110-45 125-60 120-SS 110.40 l 5-15 1 20-251 NP-5
I I loamy coarse 1 SM, SP-sM 1 I I I I I I I I
I J sand, very
1 J gravelly I I I I I I I I I J
I J coarse sand, I I I I I I I I I I
I I extremely I I I I I I I I I I
I I cobbly loamy
I I sand I I I I I I I I I I
I I I I I I I I I I I I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CUNSERVn'IOti S''RVIC'c PAGE 3 OF 5
06/14/01
ENGINEERING INDEX PROPERTIES--Continued
I I I Classification I Fragments I Percentage passing 1
Map symol I Depth 1 USDA texture I 1 sieve number-- ILiquidl Plas-
and soil name 1 1 I 1 >10 1 3.10 I
1 limitltacit}
I I I Unified I AASh'TO (incheslinchesl 4 1 10 1 40 1 200 I lindex
I I I I I I I I I I I 1
In I I I I Pct 1 Pct l ( I I I PC I
I I I I I I I I I I I 1
74sA: I I I I I I I I I I I I
Hyalite---------I 0-5 1Loam ICL-ML IA-4 1 0 1 0-10 195-100190-100175-95 155-75 1 25-301 5-16
1 5-8 (Clay loam, ICL IA-6 1 0 1 0-10 190-100185-100175-90 160-80 1 30-351 10-15
I I loam, Silty
I I clay loam I I I I I I I I I I
I 8-17 lClay loam, ICL, GC. SC IA-6 1 0 I 0-15 165-95 160-90 155-80 140-75 1 30-351 10-15
I silty clay I I I I
I I I I I I
I I loam, gravelly) I I I I I I I I I
I I loam I I I I I I I I I I
1 17-26 IVery cobbly IGM, SM IA-1, A-2 1 0 130-55 135-65 130-60 120-50 110-25 1 20-3S1 NP-10
I I sandy clay I I I l I I I I I I
I i loam. very I I I I I I I I I 1
I I cobbly sandy I I I I I I I I I I
I I loam. I I I I I l I I I I
1 1 extremely ( I I I l I I I I I
I I cobbly sandy I I I I I I I I I I
I I loam I I I I I I I
126-60 lVery cobbly IGM. GP-GM, 1 I I
1A-1 1 0 130-55 135-65 130-60 115-40 1 5-15 i --- ( NP
I I loamy sand, I SM, SP-sM 1 I I I I I I I I
I I very cobbly I I I I I I I I I I
I I sand, I I I I I I I I I I
I I extremely I I I I I I I I I I
I I cobbly coarse I I I ► I I I I I i
I I sand I I I I I I I I I I
I I I I I i I I I I I I
Beaverton-------1 0-7 ICobbly loam ICL-ML, SC-SM IA-4 1 0 115-30 175-95 170-90 160-80 145-65 1 25-301 5-10
I 7-14 IVery cobbly 1GC, GC-GM, IA-2, A-4, A-61 0 120-40 145-70 140.60 135-55 120.40 1 25-351 5-15
I 1 clay loam. I SC. SC-SM
I I very cobbly I I I I I I I I I I
1 sandy clay I 1 I I I I I I I I
I I loam, very I I I I I I I I I I
I I gravelly clay 1 I I I I I I I 1 1
I I loam I I I I I I I I
I I
1 14-60 (Extremely IGM, GP-CM, IA-1
1 0 125-50 130-75 120-65 110-50 15-15 i -- 1 NP
I I cobbly loamy I SM. Sp-SM I I I I I I I I I
I I sand. 1 I I I I I I I I
I i extremely I I I I I I I I
I I gravelly sand. ) I I I I I I I I 1
I i very cobbly
I 1 loamy sand 1 1 I I I I I I I 1
I I I I I I I I I I 1 i
U-S- DEPAP.TM£NT OF AGRICULTURE PAGE 4 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06114/01
ENGINEERING INDEX PROPERTIES -Continuea
! ! I Classification I Fragments ! Percentaae passing I I
Mao symbol ! Depth I USDA texture 1 1 sieve number-- ILiquidl Plas-
and soil name I 1 { ! ! >10 1 3-10 1 1 limitltieity
( I ! Unified I AASHTO lincheslinchesl 4 1 10 1 40 1 200 1 !index
In I ! I PCt I Pct ! I I I PC I
I I I i I I I I I I I I
249A:
Beaverton-------1 0-4 ICobbly clay JCL 1A-6 0 115-30 175-95 170-90 160-80 150-70 1 30-351 30-15
1 1 loam I I ! I 1 I I I I I
1 4-14 lVery cobbly UGC. GC-GM, IA-2, A-4, A-61 0 120-40 14S-70 140-60 135-55 120-40 1 25-351 5-15
I { clay loam. I SC, SC-SM 1 ! I I I I I I !
I I very cobbly I I I I I I I I I I
1 1 sandy clay { I I { I I I { I I
! 1 loam, very I I I I I I I I I I
I gravelly clay 1 I I I I I I I I
! 1 loam
1 14.60 IExtremely IGM, GP-GM, IA-1 i 0 125-50 130-7S 120-65 110-SO 1 5-15 1 - I NP
I cobbly loamy 1 SM. SP-SM 1 I I I I 1
I I sand. I { I I I I 1 I I
I ( extremely 1 ! I I I I I I I I
I I gravelly sand. l ( I I I ! { { I I
I 1 very cobbly I I I I I I I { I I
! I loamy sand ! I I I { 1 { I I
U-S. DEPARTMENT OF AGRICULTURE PAGE 5 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
ENGINEERING INDEX PROPERTIES
Sndnote -- ENGINEERING INDEX PROPERTIES
This report gives estimates of the engineering classification and of the range of index properties for the
major layers of each soil in the survey area. Most soils have layers of contrasting properties within the upper
5 or 6 feet.
DEPTH to the upper and lower boundaries of each layer is indicated- The range in depth and information on other
properties of each layer are given in the published Soil Survey for each soil series under "Soil Series and Their
Morphology."
TEXTURE is given in the standard terms used by the U.S. Department of Agriculture. These terms are defined
according to percentages of sand, silt, and clay in the fraction of the soil that is less than 2 millimeters in
diameter. "Loam," for example, is soil that is 7 to 27 percent clay, 28 to 50 percent silt, and less than 52
percent sand. If the content of particles coarser than sand is as much as about 15 percent, an appropriate modifier is
added, for example, "gravelly." Textural terms are defined in the Soil Survey Glossary.
Classification of the soils is determined according to the Unified soil classification system and the system
adopted by the American Association of State Highway and Transportation Officials.
The UNIFIED system classifies soils according to properties that affect their use as construction material. Soils are
-',ssified according to grain-size distribution of the fraction less than 3 inches in diameter and according to
_icicy index, liquid limit, and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM, GC.
SP, Sm. and se; silty and clayey soils as ML, CL, OL, MR, CH, and ON; and highly organic soils as PT. Soils
exhibiting engineering properties of two groups can have a dual classification, for example, CL-ML.
The AASHTO system classifies soils according to those properties that affect roadway construction and maintenance.
In this system, the fraction of a mineral soil that is less than 3 inches in diameter is classified in one of seven
groups from A-1 through A-7 on the basis of grain-size distribution, liquid limit, and plasticity index. Soils in
group A-1 are coarse grained and low in content of fines (silt and clay) . At the other extreme, soils in group A-7
are fine grained. Highly organic soils are classified in croup A-6 on the basis of visual inspection. If laboratory
data are available, the A-1. A-2, and A-7 groups are further classified as A-1-a, A-1-b, A-2-4. A-2-S. A-2-6, A-2-7, A-7-
5, or A-7-6. As an additional refinement, the suitability of a soil as subgrade material can be indicated by a group
index number. Group index numbers range from o for the best subgrade material to 20 or higher for the poorest.
Rock FRAGMENTS larger than 3 inches in diameter are indicated as a percentage of the total soil on a dry-weight
basis. The percentages are estimates determined mainly by converting volume percentage in the field to weight
percentage.
Percentage of soil particles passing designated sieves (PERCENTAGE PASSING SIEVE NUT4BER--)is the percentage of the
soil fraction less than 3 inches in diameter based on an ovendry weight. The sieves, numbers 4, 10. 40, and 200 (USA
Standard Series), have openings of 4-76. 2-00. 0.420. and 0.074 millimeters. respectively. Estimates are based on
laboratory tests of soils sampled in the survey area and in nearby areas and on estimates made in the field.
LIQUID LIMIT and PLASTICITY INDEX (Atterberg limits) indicate the plasticity characteristics of a soil. The
estimates are based on test data from the survey area or from nearby areas and on field examination. The estimates
of grain-size distribution, liquid limit, and plasticity index are generally rounded to the nearest 5 percent- Thus,
he ranges of gradation and Atterberg limits extend a marginal amount (1 or 2 percentage points) across
ssification boundaries, the classification in the marginal zone is omitted in this report.
U.S. DEPARTMENT OF AGRICULTUP.E PAGE 1 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06/14/G:
PHYSICAL. PROPERTIES OF SOILS
Entries under "Erosion factors--T" apply to the entire profile Entries under "Hind erodibility group" ana
"Wind erodability index" apply only to the surface layer)
I I I I I I I (Erosion factorslwind (wind
Map symbol I Depth I Clay I Moist I Perinea IAvailablel Shrink- IOrganicl lerodl-lerod:-
and soil name 1 i I bulk 1 bility I water 1 swell I matterl I I Ibilitylbility
1 l I density I Icapacity Ipotentiall I K I Kf I T Igroup lindex
I I I I I I I I I I_I I
I In I Pct 19/cc I In/hr I in/in I I Pct i ( ► I I
I I I I I I I I 1 I I I
578: I I I I I I I I I I I I
Turner----------I 0-6 1 15-2711.10-1.301 0.60-2.00 10.15-0-191:.Ow 12.0-4.01 0.371 0-371 3 1 6 1 48
1 6-12 1 25-3511-30-1.501 0.60-2.00 10.12-0.181Moderate 10.5-2.01 0.241 0-321 1 I
l 12-26 1 18-3S11.3S-1.S01 0.60-2.00 10.12-0.18IModerate 10.0-O.SI 0.241 0-371 1 I
1 26-60 I o-S 11.3S-1.501 6.00-20.0010.01-0.06ILow 10.0-0.51 0.051 0.201 1 I
I I I I I I I I I I I I
5098: I I I I I I I I I I I I
o^bar---------.- 1 0-22 1 18-2711.1S-1.351 0.60-2.00 10.16-0.201Low 13.0-5.01 0.281 0.281 4 1 6 1 48
1 22-49 1 18-2711.35-1.551 0.60-2.00 10.14-0.181Low 10.5-1.01 0.371 0.371 1 1
1 49-60 l 5-1811.50-1.701 2.00.6.00 10.04-0.OSILow 1 --- 1 0-051 0-201 1 1
I I I 1 I I I I I I I I
407A: I I I I I I I I I I I I
Sudworth-------- I 0.24 1 18-2711.20.1-301 0.60-2.00 10.18-0.221Low 12.0-5.01 0.371 0.371 3 1 6 1 4e
1 24 29 1 18-2711-20-1.401 0.60-2.00 10.18-0.221Low 12.0-3.01 0.371 0.371 1 1
1 29.60 1 2-7 11.60-1.751 6.00-20.0010.03-0.041Ww 10.0-0.51 0.051 0.201 1 1
I I I I I I I I I I I
aesda----------- I 0-11 1 10-2011.20-1.401 0.60-2.00 10.14-0-181Low 12.0.4.01 0.371 0.371 2 1 S 1 56
1 11-60 1 0-1011.55-1.701 6.00-20.0010.03-0.041Low 10.5-1.01 0.021 0-101 1 1
I I I I I I I I I I I I
606A: I I I I I I I I I I I I
Riverwash.
Bandy-----------1 0-8 1 15-2511.15-1.251 0.60-2.00 10.15-0-181Low 14.0-6.01 0.281 0.281 2 1 6 1 48
I B-17 1 5-1811.25-1.551 0.60-6.00 10.09-0.111Low 11.0-3.01 0.241 0.371 1 1
17-60 2-1011.45-1.651 6.00-20.0010.01-0.031LOW 10.5-1.01 0.051 0.201 I 1
I I I I I I I I I I I I
Honebasin-------I 0.11 1 15-2711-10-1.301 0.60-2.00 10.18-0.221Low 14.0-8.01 0.281 0.281 3 1 6 1 48
1 11.21 1 18-3511.25-1.451 0.60-2.00 10.17.0.201Moderate 12.0-4.01 0.281 0.281 1 I
1 21-60 1 0-1011.50-1.701 6.00-20.0010.04-0.0611,ow 11.0-2.01 0.051 0.171 1 I
I I I I I I I I I I I I
748A: I I I I I I I I I I I I
Hyalite---------1 0-5 1 18-2711.10-1.201 0.60-2.00 10.18-0.191Low 12.0-4-31 0.201 0.281 3 1 6 1 48
1 5-8 1 25-3511.30-1.401 0.20-0.60 10.16-0.191Moderate 11.0-3.01 0.321 0.321 1 1
1 8-17 1 25-3511-30-1.401 0.20-0.60 10.12-0.17IModerate 11.0-3.01 0.151 0.321 1 1
1 17-26 1 15-2511.50-1.601 0.20-0.60 10.03-0.08ILow 10.5-1.01 0.051 0.321 1 1
1 26-60 1 0-1011.60.1.701 6.00-20.0010.02-0.041Low 10.0-O.SI 0.051 0.171 1 1
I I I I I I I I I I I I
U.S. DEPARTMENT OF AGRICULTURE PAGE 2 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
PHYSICAL, PROPERTIES OF SOILS--Continueo
I I I i I (Erosion factorslwind 1w1nd
map symbol 1 Depth I Clay 1 Moist I Permea- 1Availablel Shrink- lorganicl lerodi-lerodi-
and soil name 1 I 1 bulk I bility I water I swell
1 matted I I Ib111ty1billty
I I density I Icanacity 1potentiall I K I Kf I T Igroup lindex
In I Pct i 9/cc I In/hr I In/ln I I Pct I I I I I
I I I I I I I I I I I I
743A (con.): I I I I I I I I I I I I
Beaverton-------1 0.7 1 20-2711.20-1.401 0.60-2.00 10.14-0.161Low 11.0-3.01 0.171 0-371 2 1 6 1 48
1 7-14 1 25-3511.40-1.601 0.60-2.00 10.08-0.1olLow 10.5-1.01 0.101 0.371 1 1
1 14-60 1 0-1011.55-1.751 6.00-20.0010.03-0.041Low 10.0-0.51 0-021 0.101 I I
I i I I I I I I I I I I
249A: I I I I I I I I I I 1 I
Beaverton-------1 0-4 1 27-3012.20-1.401 0.60-2.00 10.12-0.1.41Low 11.0-3.01 0.171 0.321 2 1 6 1 48
1 4.14 ► 25-3511.40-1-601 0.60-2.00 10.08-0-101LO+ 10.5-1.01 0.101 0,371 1 I
1 14-60 1 0-1011-55-1-751 6.00-20.0010.03-0.041Low 10.0-0.51 0.021 0.101 1
U.S. DEPARTMENT OF AGRICULTURE PAGE 3 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
PHYSICAL PROPERTIES OF SOILS
Endnote -- PHYSICAL PROPERTIES OF SOILS
This report shows estimates of some characteristics and features that affect soil behavior. These estimates
are given for the major layers of each soil in the survev area. The estimates are based on field observations
and on test data for these and similar soils.
CLAY as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter.
In this report, the estimated clay content of each major soil layer is given as a percentage, by weight, of the
soil material that is less than 2 millimeters in diameter. The amount and kind of clay greatly affect the
fertility and physical condition of the soil. They determine the ability of the soil to adsorb cations and
to retain moisture. They influence shrink-swell potential, permeability. plasticity, the ease of soil
dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and
earthmoving operations.
MOIST BULK DENSITY is the weight of soil (ovendry) per unit volume. Volume is measured when the soil is
at field moisture capacity, the moisture content at 1/3 bar moisture tension. weight is determined after
drying the soil at 105 degrees C. In this report, the estimated moist bulk density of each major soil
horizon is expressed in grams per cubic centimeter of soil material that is less than 2 millimeters in
diameter. Bulk density data are used to compute shrink-swell potential, available water capacity, total
pore space, and other soil properties. The moist bulk density of a soil indicates the pore space available for
er and roots. A bulk density of more than 1.6 can restrict water storage and root penetration. Moist
density is influenced by texture, kind of clay, content of organic matter, and soil structure.
PERMEABILITY refers to the ability of a soil to transmit water or air. The estimates indicate the
rate of downward movement of water when the soil is saturated. They are based on soi'- characteristics
observed in the field, particularly structure, porosity, and texture. Permeability is considered in
the design of soil drainage systems, septic tank absorption fields, and construction wneee the rate of
water movement under saturated conditions affects behavior.
AVAILABLE WATER CAPACITY refers to the quantity of water that the soil is capable of storing for use by
plants. The capacity for water storage is given in inches of water per inch of soil for each major soil layer.
The capacity varies, depending on soil properties that affect the retention of water and the depth of the root
zone. The most important properties are the content of organic matter, soil texture. bulk density, and soil
structure. Available water capacity is an important factor in the choice of plants or crops to be grown and in
the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of
water actually available to plants at any given time
SHRINK-SWELL POTENTIAL is the potential for volume change in a soil with a loss or gain of moisture. Volume
change occurs mainly because of the interaction of clay minerals with water and varies with the amount and type
of clay minerals in the soil. The size of the load on the soil and the magnitude of the change in soil moisture
content influence the amount of swelling of soils in place. Laboratory measurements of swelling of undisturbed
clods were made for many soils. For others, swelling was estimated on the basis of the kind and amount of
clay minerals in the soil and on measurements of similar soils. If the shrink-swell potential is rated moderate
to very high, shrinking and swelling can cause damage to buildings, roads. and other structures. Special design
is often needed. Shrink-swell potential classes are based on the change in length of an unconfined clod as
moisture content is increased from air-dry to field capacity. The change is based on the soil fraction less
2 millimeters in diameter. The classes are "Low," a change of less than 3 perce^t, "Moderate," 3 t0 6
rnt; and "High." more than 6 percent. -Very high," greater than 9 percent, is soc.etimes used.
U.S. DEPARTMENT OF AGRICULTURE PAGE 4 OF 5
NATURAL RESOURCE'S CONSERVATION SERVICE 06/14/01
PHYSICAL PROPERTIES OF SOILS
Endnote -- PHYSICAL PROPERTIES OF SOILS--Continued
ORGANIC MATTER is the plant and animal residue in the soil at various stages of decomposition. In report J.
the estimated content of organic matter is expressed as a percentage, by eight, of the soil material that is
less than 2 millimeters in diameter. The content of organic matter in a soil can be maintained or increased by
returning crop residue to the soil. Organs matter affects the available water capacity, infiltration rate, and
tilth. It is a source of nitrogen and other nutrients for crops.
EROSION FACTOR K indicates the susceptibility of the whole soil (including rocks and rock fragments) to
sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation IUSLE
to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The
estimates are based primarily on percentage of silt, sand, and organic matter (up to 4 percent) and on soil
structure and permeability. Values of K range from 0.05 to 0.69. The higher the value, the more susceptible
the soil is to sheet and rill erosion by water.
EROSION FACTOR Kf is like EROSION FACTOR K but it is for the fine-earth fraction of the soil. Rocks and
rock fragments are not considered.
EROSION FACTOR T is an estimate of the maximum average annual rate of soil erosion by wind or water that can
occur without affecting crop productivity over a sustained period- The rate is in tons per acre per year.
ERODIBILITY GROUPS are made up of soils that have similar properties affecting their resistance to wind
t--sion in cultivated areas. The groups indicate the susceptibility of soil to wind erosion. Soils are grouped
accordinq to the following distinctions:
1. Coarse sands, sands, fine sands, and very tine sanas.
These soils are generally not suitable for crops. They are
extremely erodible, and vegetation is difficult to
establish.
2. loamy coarse sands, loamy sands, loamy fine sands, loamy
very fine sands, and sapric soil material. These soils are
very highly erodible. Crops can be grown if intensive
measures to control wind erosion are used.
3. Coarse sandy loams, sandy loams, fire sandy loams, anc
very fine sandy loams. These soils are highly erodible.
Crops can be grown if intensive measures to control wind
erosion are used.
4L. Calcareous loams, silt loamy, clay loams, and silty clay
loams. These soils are erodible. Crops can be grown it
intensive measures to control wind erosion are used
4. Clays. silty clays, noncalcareous clay loams, and silty
clay loams that are more than 35 percent clay. These soils
are moderately erodible. Crops can be grown if measures to
control wind erosion are usea.
U S DEPARTMSNT OF AGRICULTURE PAGE 5 OF 5
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
PHYSICAL PROPERTIES OF SOILS
Endnote -- PHYSICAL PROPERTIES OF SOILS--Continued
5. Noncalcareous foams and silt loams that are less than 20
percent clay and sandy clay loams, sandy :lays, and hemic
soil material. These soils are slightly erodible. Crops
can be grown if measures to control wind erosion are used.
6. Noncalcareous loams and silt loams that are more than io
percent clay and noncalcareous clay loams that are less than
35 percent clay. These soils are very slightly erodible.
Crops can be grown if ordinary measures to control wino
erosion are used.
Silts, noncalcareous silty clay loams that are less than
3S percent clay, and fibric soil material. These soils are
very slightly erodible. Crops can be grownn if ordinary
measures to control wind erosion are usee-
8. Soils that are not sub3ect to wind erosion because of
coarse fragments on the surface or because o: surface
wetness.
. ie WIND ERODIBILITY INDEX is used in the wind erosion equation (WE0) . The index number indicates the
amount of soil lost in tons per acre per year- ":e range of wind erodibllity index numbers is 0 to 300.
U.S. DEPARTMENT OF AGRICULTURE PAGE 1 OF 3
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
RATER F=ATJRES
Flooding I High water table and ponding
I I I
Map symbol lRydro-1 I I I Water Maximum
and soil name Ilogic I Frequency I Duration I Months I table I Kind of I Months I Ponding I pondinq
;group ( I I I depth Iwater tablel I duration I deptn
I ( I I I I I I I
I I I I I Ft { I I I Ft
I I I I I I I I I
57B: I I I I I I I I I
Turner----.------ I B I I I I I I I I
I I I I i I I I I
509s: ! I I I I I I I I
Enbar-----------I B IRare (Brief I JAN-JUL 1 2.0-3.5 (Apparent I Apr-Jul I -
I I I I I I I I I
407A: I I I I I I I I I
Sudworth--------I B IRare IBrief I JAN-JUN 1 4.0-0.0 (Apparent I Apr-Jun
I I I I I I I I
ltesda-----------I B IRare Ierlef I JAN-JLN, 14.0-8.0 (Apparent I Apr-Jun -
I I 1 I I I I I I
1 c {Occasional IBrief I JAN-JUN 11.0-2.0 (Apparent I May-Jun ---
I I I I I I I I I
Riverwash-------I IFrequent ILong 1 OCT-JUL I -
I I I I I I I I I
Sonebasin-------I D (Occasional (Brief I APR-JUN 1 0.0-1.0 (Apparent I Jan-Dec I --- I ---
I I I I I I I I I
748A I I I I I I I I
Hyalite--------
I I I 1 I I I i I
Beaverton------ I B I I I --• I I - I I '-- I ---
I I I I I I I I
249A: I I I I 1 I I I
Beaverton-------I B ---
I I I I I I I I I
U.S. DEPARTMENT OF AGRICULTURE PAGE 2 OF 3
NATURAL RESOURCES CONSERVATION SERVICE 06/14/01
WATER FEATURES
Endnote -- WATER FEATURES
This report gives estimates of various soil water features. The estimates are used in land use planning that involves
engineering considerations.
Hydrologic soil groups are used to estimate runotf from precipitation. Soils not protected by veaetatioa are
assigned to one of four groups. They are grouped according to the infiltration of water when the soils are thoroughly
wet and receive precipitation from long-duration storms. The four hydrologic soil groups are:
Group " A". Soils having a high infiltration rate (low
runoff potential) when thoroughly wet. These consist mainly
of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water
transmission.
Group "R"_ Soils having a moderate infiltration rate when
thoroughly wet. These consist chiefly of moderately deep or
deep, moderately well drained or well drained soils that
have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group "C". Soils having a slow infiltration rate when
thoroughly wet. These consist chiefly of soils having a
layer that impedes the downward movement of water or soils
of moderately fine texture or fine texture. These soils
have a slow rate of water transmission.
Group "D". Soils having a very slow infiltration rate (high
runoff potential) when thoroughly wet. These consi=t
chiefly of clays that have a high shrink-swell potential,
soils that nave a permanent high water table, soils that
have a claypan or clay layer at or rear the surface, and
soils that are shallow over nearly impervious mate ial.
These soils have a very slow rate of water transmission.
If a soil is assigned to two hydrologic groups in this report, the first letter is for drained areas and the second
is tar undrained areas. Flooding, the temporary inundation of an area, is caused by overflowing streams, by runoff from
adjacent slopes, or by tides. Water standing for short periods after rainfall or snowmelt is not considered
flooding, nor is water in swamps and marshes. This report gives the frequency and duration of flooding and
the time of year when flooding is most likely_ Frequency, duration, and probable dates of occurrence are estimated.
Frequency is expressed as "None", "Rare", "Occasional", and "Frequent". "None" means that flooding is not probable;
"Rare" that it is unlikely but possible under unusual weather conditions; "Occasional" that it occurs, on the
average, once or less in 2 years; and "Frequent" that it occurs, on the average, more than once in 2 years.
Duration is expressed as "very brief" if less than 2 days, "Brief" if 2 to 7 days, "Long" if 7 to 30 days, and "Very
" if more than 30 days. The information is based on evidence in the soil profile, namely thin strata of gravel,
silt, or clay deposited by floodwater; irregular decrease in organic matter content with increasing depth;
an_ absence of dist2nctive horizons that form In soils that are not Subject to flooding. Also Considered are local
information about the extent and levels of flooding and the relation of each soil on the landscape to historic floods
APPENDIX D
GROUND WATER METEDATA REPORT
Ground Water Information Center I MBMG Data Center You are currently signed in.1 3/22/2019
Montana Bureau of Mines and Geology Sign Out
Montana Tech of The University of Montana
1300 West Park Street-Natural Resources Building Room 329
Butte Montana 59701-8997
Ph (406)496-4336 Fx (406)496-4343
(Home I Well.Data I Reports I Data Coop I OrillerWeb I DNRC Help!(
tlenus:(M4.n j SWL(GWC i- I t ojects(Coal(Coal Quality(Geothermal
GWIC Data>Well Construction Data>Township:01S Range:06E Sec: 1,30,31,32
The following data were returned from the GWIC databases for the area you requested. For a more detailed description of the data view the GWtC Metadata,report.
If you notice data entry errors or have questions please let us know by sending us an Email at GWIC@mtech.edu. If you wish to view a one page report for a
particular site,click the hyperlinked Gwic Id for that well.Scroll to the right of your screen to view all the data.All data displayed on the screen may not show up
when printed.
Total Depth(ft) 400.00 8.00 70.21 GWIC has 4 field visit(s)for this request area.
Static Water Level(ft) 95.00 3.00 20.30 GWIC has 4 water level(s)for this request area.
Yield(gpm) 1,200 00 200 38.26
Thanks,Just take me back to the menu.
MBMG has 408 publications available for GALLATIN county.
MBMG has 469 publications available for MADISON county.
MBMG has 3 abandoned mine record(s)for this request area.
26,2715 GALLIER,JAN 01S 06E 1 ABA No WELL 400.00 10.00 10-00 5.00 AIR 7/25/2011 DOMESTIC
288474 BOZEMAN LAND 01S 06E 30 AA No WELL 90.00 2/1212016 MONITORING
Fit L--CITY OF
BOZEMAN'AI-6
(DEEP)
288468 BOZEMAN LAND O1S 06E 30 AA No WELL 90.00 2f12=16 MONITORING
FILL-CITY OF
BOZEMAN'AI-6
(SHALLOW)
288473 13OZEMAN LAND 01S 06E 30 AA No WELL 90.00 2/12/2016 MONITORING
FILL-CITY OF
BOZEMAN'At-
6(MIDDLE)
96759 C06,W3-00 BOWEN, 01S 06E 30 AB No WELL 160.00 95.00 150.00 18.00 PUMP 2/180987 DOMESTIC
CHARLES&
JANE T
250777 CITY OF 01S 06C 30 CAC No WELL 80.00 27.00 27.00 17.00 AIR 515/2009 OTHER
BOZFMAN
92009 BRIDGEWATER 01S 06E 30 CS No WELL 40.00 3.00 OTHER 1/1/1946 DOMESTIC
RAYMOND E&
LOLA L
140116 88113 MCILHATTAN 01S 06E 30 CBB No WELL 80.00 10.00 70.00 10.00 40.00 AIR 116/1993 DOMESTIC
BOB
237017 MCGREW JOHN 01S 06E 30 CC No WELL 78.00 B-00 8.00 25.00 AIR 6/1912007 DOMESTIC
181714 C110()68-00 CITY OF 01S 06E 30 CDDA Yes WELL 95.00 37.00 37.00 20.00 AIR 11/8/1999 UNKNOWN
BOZEMAN-
LANDFILL
25465 CITY OF 01S 06E 30 CDDA No WELL 39.00 20.60 5/1011986 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MVy3
251642 CITY OF 01S 06E 30 CDDC No WELL 13.50 6/22/1994 MONITORING
BOZEMAN
SANITARY
LANDFILL
MW-10
254640 CITY OF 01S 06E 30 CDDD No WELL 50.00 30.00 815i1992 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-9A
254641 7.1 CITY OF 01S 06E 30 CDDD No WELL 55.50 30.00 8/11/1992 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-9B
14736 MBMG OIS 06E 30 CDDD No WELL 33.00 OTHER 2/2WI985 RESEARCH
RESEARCH'LF
2A
147U4 MBMG 01S 06E 30 CDDD No WELL 23.00 1500 OTHER 212011985 RESEARCH
RESEARCH
WEI.I *I F-1
147346 MBMG OIS 06E 30 CDDD No WELL 33.00 OTHER 272 011 98 5 RESEARCH
RESEARCH
WELL'LF-1A
GALLATIN 01S 06E 30 D No WELL 115.00 1500 100.00 38.00 12.00 PUMP 713011991 IRRIGATION
COUNTY RID
354
25464 CITY OF U1S 06E 30 DADA No WELL 75.5U 45.20 1011.2001 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MIN-15
265574 CITY OF 01S 06E 30 DC No WELL 40.00 25.00 4/232012 MONITORING
BOZEMAN'MW-
16
65575 a CITY OF U1S 06E 30 DC No WELL 100.00 16.30 4125r2012 MONITORING
BOZEMAN MW-
68
25439U CITY OF 01S 06E 30 DCAA No WELL 12900 5700 11d2111980 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-1
254644 CITY OF O1S 06E 30 DCAD No WELL 11-00 51.40 9/12/1995 MONITORING
BOZEMAN
SANITARY
LANDFILL
MW-11
254661 CITY OF 01S 06E 30 DCBD No WELL 66.80 &411992 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MWJA
25464? CITY OF 01S 06E 30 DCCA No WELL %50 49.45 9/1311995 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-13
J5a66U '� CITY OF 01S 06E 30 DCCB No WELL 62.50 9/7/1992 MONITORING
BOZEMAN
SANITARY
LANDFILL'MW-
6
254638 ' CITY OF 01S 06F 30 DCCD No WELL 5950 8112/1992 MONITORING
BOZEMAN
SANITARY
I.ANDFILL"
MW-BA
254639 CITY OF 015 06E 30 DCCD No WELL 7L50 48.00 &1011992 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-8B
2¢5780 J CITY OF OIS 06E 30 DCO No WELL 103.00 41.00 41.00 20.00 AIR 5/1612012 MONITORING
BOZEMAN
SANITARY
LANDFILL
75464 CITY OF OIS 06E 30 DCDA No WELL 70.00 55.00 9/1411995 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-12
254259 nL CITY OF OIS 06E 30 DCDB No WELL 73.00 56.00 6.00 AIR 1212/1980 MONITORING
BOZEMAN
SANITARY
LANDFILL'
MW-2
25 CITY OF 01S 06E 30 DCDB No WELL 73.00 56.00 6.00 BAILER 1272J1980 MONITORING
BOZEMAN
SANITARY
LANDFILL '
M W-2
z54Ts9 CITY OF 01S 06E 30 DCDB No WELL 7300 56.00
BOZEMAN 6.00 PUMP 12/2/1980 MONITORING
SANITARY
LANDFILL'
MW-2
254263 ��' CITY OF O1S 06E 30 DCDB No WELL 105.00 56 00
BOZEMAN 10.00 BAILER 5/1911982 MONITORING
SANITARY
LANDFILL'
MW-2
CITY OF
01S O6E 30 DCDB No WELL 75.00 55.00
BOZEMAN 8I1411992 MONITORING
SANITARY
1 ANDFILL'MW-
7B
CITY OF 01S O6F 30 DCDC No WELL 75.00 49 00
BOZFMAN 12/12/1980 MONITORING
SANITARY
LANDFILL"
MW-3
�1 CITY OF BOZEMAN c OtS 06E 30 DO N, WELL t 20.00 85.00 85.00 25.00 AIR 11/712001 DOMESTIC
LANDFILL
CITY OF OIS 06E 30 DDAD No WELL. 160.00
BOZEMAN 10/16/1992 MONITORING
SANITARY
LANDFILL'
MW-5
�I CITY OF O1S 06E 30 DDBB No WELL 46.00 3320
BOZEMAN OTHER 3121r"l MONITORING
L ANDFILL•MW-
14
9201 BOZEMAN CITY O1S 0GE 30 DDDD No WELL 21A 00 go CIO
30.00 PUMP 1000111979 UNKNOWN
wan ' CELANOER 01S 06E 31 No WELL 49,p0 4.00 49 00
HARLEY 30.00 PUMP 929/1966 PUBLIC WATER SUPPLY
48 Z CLAUDE OIS 06E 31 No WELL 62.00 13.00 6700
WILSON 8 CO 6l&t500 PUMP 1976 UNKNOWN
144762 COMPATH O1S 06E 31 No WELL 36.00 500 8.00
NATIONAL 25 00 PUMP 4/5/1986 DOMESTIC
293909 SPRAGUE O1S 06E 31 No WELL 120.00 54.00
CLARK 554.00 30 UO AIR 5/14,2003 IRRIGATION
149232 BRIOGER 01S 06E 31 A No WELL BO.00 30 DO 75.00 30.00
CREEK GOLF 18.00 AIR 11l411994 DOMESTIC
COURSE
OSBORNE O1S 06E 31 A No WELL 800 4.00
JAMESA OTHER 11111930 DOMESTIC
036 0 C30008246 BOWMAN 01S 06E 31 AA No WELL 15000 60.00
DARRELL 60.00 30.00 AIR 5/21/2003 IRRIGATION
7B8{T3 CIIYOF O1S O6E 31 A:. No WELL 35.00 23.20
BOZEMAN'At-1 1/272016 MONITORING
? -- CITY OF OIS O6E 31 AA No WELL 44.50 31.70
BOZEMAN'AF-2 1/29/?O16 MONITORING
1sna:11 ''� CITY OF O1S 06E 31 AA
No WELL 54.?0 42.85
BOZEMAN AI-3 2/4/2016 MONITORING
'
7.88446 CITY OF 01S 06E 31 AA No WELL 69.00 59.10
BOZEMAN'AI-4 2/512U16 MONITORING
2E8450 CITY OF 01S O6E 31 AA No WELL 82.00 40.00
BOZEMAN'AI- 211012016 MONITORING
SA(DEEP)
188460 CITY OF O1S O6E 31 AA No WELL 41.00
BOZEMAN•Al- 2/122016 MONITORING
58(SHALLOW)
281401 CITY OF O1S 06E 31 AA No WELL 28 O0 19 70
BOZEMAN'MW. 1/14/2015 MONITORING
27
8373 , ROGERS.JULIE OIS 06F 31 AA No WELL 158.00 36.00 36.00 35.00 AIR 8 NEWHALL. 9/252018 IRRIGATION
KENNETH
910 , 30108627 SCHUTTER, O1S O6E 31 AA No WELL 180.00 73.00 73.00 35.00 PUMP 8/16120t6 DOMESTIC
CARL
289103 30108627 SCHUTTER. 01S 06E 31 AA No WELL 180.00 73.00 73.00 45.00 AIR 8116/2016 DOMESTIC
CARL
93120 BEEBE BILL O1S O6E 31 AAA No WELL 100.00 30,00 3000 25.00 AIR 5/&2001 DOMESTIC
186996 C115503-00 PFRKINS LYNN 01S 06E 31 AAB No WELL 100.00 35.00 35.00 30.00 AIR 2/2012001 IRRIGATION
2CS510 30064891 ROSTAD.PHIL& O1S O6E 31 ABA No WELL 100.00 30.00 30.00 30.00 AIR 4/23i2012 IRRIGATION
JOAN
MBMG O1S D6E 31 ABAA No WELL 48.00 29.00 OTHER 2/2 1 11 9 8 5 RESEARCH
RESEARCH
WELL'LF3
2681" ja 30066549 OLSEN,CARL& 01S 06E 31 ABAA No WELL 100.00 30.00 30.00 25.00 AIR 9/28/2012 IRRIGATION
SUE
270147 ' MCCLAUGHRY, 01S 06E 31 ABB No WELL 78.00 22.00 2200. 30.00 AIR 12/13/2012 IRRIGATION
TOBIAS
268349 Q 30064901 WOLOSZYN, D1S 06E 31 ABB No WELL 80,00 2600 26.00 40.00 AIR 9/26/2012 IRRIGATION
RICK&VICKIE
147354 MBMG 015 06E 31 ABBC No WELL 28.00 OTHER 2/21/1985 RESEARCH
RESEARCH
WELL'LF-2
147374 MBMG 01S O6E 31 ABBC No WELL 13.00 OTHER 212 711 98 5 RESEARCH
RESEARCH
WELL'LF-5
147373 '�� MBMG O1S 06C 31 ABCD No WELL 23.00 OTHER 2Y2211985 RESEARCH
RESEARCH'
LF4
188922 BRIDGER 01S O6E 31 AC No WELL 59.D0 6.50 6.50 40.00 AIR 3/27120OI IRRIGATION
CREEK SUB
COMMUNITY
ASSOCIATION
21-1681 NELSON, 01S 06F 31 AD No WELL 47.00 16,00 16.00 25.00 AIR 902004 IRRIGATION
JEROME S.C.
92013 BUTTON 01S G6E 31 ADD No WELL 74.D0 26.00 -A 00 15.00 BAILER 5/17/1955 DOMESTIC
WILBUR J
92014 61531 SPRINGHILL 01S O6E 31 B No WELL 40,00 5D0 40.00 50.00 AIR 1219l1985 DOMESTIC
PROPERTIES
14737 ' MBMG 015 06E 31 BAAD No WELL 21.0o OTHER 2/2711985 RESEARCH
RESEARCH
WELL'LF-7
147378 '� MBMG 01S 06E 31 BAAD No WELL 11.50 OTHER 212 711 98 5 RESEARCH
RESEARCH
WELL'LF-7A
147375 ' MBMG O1S 06E 31 BABA No WELL 18-00 OTHER 2/27/1985 RESEARCH
RESEARCH
WELL'LF-6
147376 MBMG 01S 06E 31 BABA No WELL 8.00 OTHER 7./2711985 RESEARCH
RESEARCH
WELL'LF-6A
123$63 HILLMAN,MEL 01S 06E 31 BC No WELL 60.00 9.00 55.00 9.00 15.00 AIR 319i1991 DOMESTIC
92022 BEYL KEITH R& O1S 06£ 31 C No WELL 60.00 5.00 10.00 OTHER 8/1/1951 DOMESTIC
DOROTHY
92020 BEYL KEITH R& OIS 06E 31 C No WELL 27.00 5.00 2200 42.00 PUMP lli19/1963 DOMESTIC
DOROTHY
9$,Q BOUNTING R A 01S O6E 31 C No WELL 39.50 5.00 34.00 8.00 BAILER 6/2/1970 DOMESTIC
&KATHERINE
92021 "� CASS JAMES E O15 06E 31 C No WELL 600 60.00 OTHER 1/1/1957 IRRIGATION
920i9 EGBERT 01S 06E 31 C No WELL 37.00 13.00 22.00 30.00 BAILER 3/25/1983 UNKNOWN
EVERETT
92017 EGBERT 01S O6E 31 C No WELL 41.00 ICD0 24.00 30.00 BAILER 1112111979 DOMESTIC
EVERETT
t20721 EGBERT 01S 06E 31 C No WELL 63.60 17.00 47.00 20.00 BAILER 512411977 DOMESTIC
EVERETT
120120 EGBERT 01S 06E 31 C No WELL 59.40 18.00 44.00 20.00 BAILER 5/2011977 DOMESTIC
EVERETT
92016 '� EGBERT 018 O6E 31 C No WELL 45.00 13.W 23.00 20.00 BAILER 11/1411979 DOMESTIC
EVERETT
92018 EKW 01S O6E 31 C No WELL 37.00 14.00 17.00 20.00 BAILER 1 1121 1 9 7 9 INDUSTRIAL
PARTNERSHIP
92015 9457 GALIATIN O1S 06E 31 C No WELL 41.D0 6.00 12.00 20.00 PUMP 6/2811 9 7 5 PUBLIC WATER SUPPLY
HUMANE
SOCIETY
250748 CITY OF 01S 06E 31 CBDD No WELL 40.00 5.50 5.50 75.00 AIR 5/14/2009 IRRIGATION
BOZEMAN
2025 BEYL KEITH& 01S 06E 31 CC No WELL 43.00 11.00 25.00 20,00 BAILER 12/150970 DOMESTIC
DOROTHY
92024 SEBENA 01S 06E 31 CC No WELL 58.00 6.00 50.00 12.00 BAILER 11/911981 INDUSTRIAL
WILLIAM
92Q29 " BOUNTING R A 01S 06E 31 CD No WELL 1200 6.00 100.00 OTHER 111/1951 IRRIGATION
&KATHERINF
(GARDEN WELL)
92026 BOUNTING R A 01S 06F 31 CD No WELL 12.00 6.00 100.00 OTHER 1/111946 DOMESTIC
&KATHERINE
(HOUSE WELL)
196821 BOZEMAN 01S 06E 31 CD No WELL 60.00 13.00 13.00 15,00 AIR 6/18/2002 DOMESTIC
FUNITURE ATTN
JOHN
92027 HORNER 01S 06E 31 CD No WELL 85.00 9.00 55-00 55.00 BAILER 5/10r1958 DOMESTIC
CLOSE
WILLIAMS 01S 06E 31 CD No WELL 66.00 61.00 46,00 20.00 BAILER 9/2l19fi0 PUBLIC WATER SUPPLY
STANLEY
176282 C11011000 CENTURY 01S 06E 31 CDCO No WELL 93.00 9.00 9.00 30.00 AIR 10121/1999 DOMESTIC
WAREHOUSING
INC
V038 CARTER PAUL. 01S D6E 31 D No WELL 75.20 30.00 61.00 16.00 BAILER 3/14+1,983 STOCKWATER
92037 17. HOUSERCONST 01S 06E 31 D No WELL 91.00 700 50.00 25.00 PUMP 716/1984 DOMESTIC
i
92039 JACOBSON O1S 06E 31 D No WELL 36.DO 5.70 36.00 30.00 PUMP 4/3/1968 DOMESTIC
MAURICE&
MARGARETA
92011 °* LICHTENBERG O1S 06E 31 D No WELL 31.00 5.00 16.00 60.00 PUMP 11/30/1977 DOMESTIC
DELBROOK
9204Q MT INDUSTRIAL 01S 06E 31 D No WELL 43.50 4.00 43.50 15.00 PUMP 8)21/1971 DOMESTIC
DEVELOPMENT
CORPORATION
MT INDUSTRIAL 01S 06E 31 D No WELL 49,00 6-00 49.00 15.00 PUMP 1 212 7/1 9 7 1 DOMESTIC
DEVELOPMENT
CORPORATION
U-0-4a -n MT INDUSTRIAL 01S 06E 31 D No WELL 43.50 3.50 43.50 20.00 PUMP 51281 1 9 7 0 UNKNOWN
DEVELOPMENT
CORPORATION
92034 OSBORNE 01S D6E 31 D No WELL 15.00 OTHER 9/1/1952 DOMESTIC
BEULAH E
92033 OSBORNE O1S 06E 31 D No WELL 70.00 14,00 45.00 24.00 BAILER 4/1711964 DOMESTIC
JAMES
9mz 'n OSBORNE 01S 06E 31 D No WELL 18.D0 1200. 17.00 30000 PUMP 7/2/1964 IRRIGATION
JAMES A
92031 SUNDBAKKEN 01S 06E 31 D No WELL 29.50 13.00 29.50 35.00 PUMP 7/11/1963 DOMESTIC
OSCAR
91'm 'n TERRY GEORGE 01S 06E 31 D No WELL 32.40 14.00 14.00 20.00 BAILER 5/1511961 DOMESTIC
92036 TERRY GEORGE 01S 06E 31 D No WELL 32.40 14,00 14.00 20.00 OTHER 1/1/1938 DOMESTIC
165163 ' AITKEN PHYLLIS 01S 06E 31 DA No WELL 40.00 10.D0 35.00 10.00 30.00 AIR 711 811 99 7 DOMESTIC
206718 'n C30DD9531 HALVERSON 01S 06E 31 DA No WELL 80.00 10.D0 10.00 30.00 AIR W612003 DOMESTIC
L INDY
92043 '� POPE N R 01S 06E 31 DA No WELL 80.00 22.00 60.00 22.00 15.00 AIR 613011989 DOMESTIC
133996 84771 SOLYST 01S D6E 31 DA No WELL 76,00 8.00 76.00 8.00 15.00 AIR 9/4/1992 DOMESTIC
DORTHY
169611 97884 VALHALLA 01S 06E 31 DAA No WELL 40.00 9.00 30,00 9.00 30.00 AIR 3/15/1996 IRRIGATION
TOWNHOME
ASSOC INC
19,42S "� C30002122 JENNINGS O1S 06E 31 DAAB No WELL 40.00 16.41 1641 30.00 AIR 3118f2002 IRRIGATION
STUART
191769 C117082-00 HOEFF GERALD 01S 06E 31 DABD No WELL 65,00 15.00 40.00 AIR 7/2 012 0 0 1 IRRIGATION
AND THERESA
170466 "1 C30031280 HAYES WILL 015 06F 31 DAD No WELL 165.00 15.D0 135.00 15-00 40.00 AIR 6125/1998 IRRIGATION
AND KRISTI
296758 30106568 BRIDGER O1S 06E 31 DB No WELL 38.50 1200. 12.00 100.00 AIR 4/1 8120 1 6 DOMESTIC
CENTER LLC
17624 In BRIDGER OIS 06E 31 DB No WELL 50.00 5.00 5.00 35.00 AIR 613011999 IRRIGATION
GROUP LLP
16001 C101852 BRIDGER 01S 06E 31 DRB No WELL 41.00 14.00 36.00 14.00 3500 AIR 9/19/1996 IRRIGATION
GREENS
CONDOMINIUMS
CORP
24910Q , GOLF COURSE 01S 06E 31 DBDD No WELL 35.00 8.00 8.00 45.00 AIR 4/1312009 IRRIGATION
PARTNERS,INC.
23931 �! 30107606 BOYS AND 01S 06F. 31 DC No WELL 38.50 9.00 9.00 20.00 AIR 10127/2006 IRRIGATION
GIRLS CLUB OF
S.W.MONTANA
92046 �, GRIFFIN GUY R OIS 06E 31 DC No WELL 12.00 6.00 2.00 OTHER 11111910 DOMESTIC
920" ' GRIFFIN JOHN P OIS 06E 31 DC No WELL 12.00 1200. 30.00 OTHER 4/111961 DOMESTIC
92045 �""�, GRIFFIN P R 8 OIS 06E 31 DC No WELL 52 DO 800 52.00 20.00 PUMP 611911972 DOMESTIC
JUNE
wa a CITY OF 01S D6E 31 OCAD No WELL 198.00 7.00 3.50 35.00 PUMP 611412018 IRRIGATION
BOZEMAN-
PARKS 8
RECREATION
DEPT
g,99251 , CITY OF 01S 06E 31 DCAD No WELL 198.00 7.00 700 60.00 AIR 611412018 IRRIGATION
BOZEMAN-
PARKS 8
RECREATION
DEPT
m9lN CITY OF (ITS 06E 31 DCDA No WELL 197.00 7.00 2.00 3500 PUMP W612018 IRRIGATION
BOZEMAN-
PARKS 8
RECREATION
DEPT
29925 CITY OF OIS 06E 31 DCDA No WELL 197.00 7-00 7.00 80.00 AIR 61672018 IRRIGATION
BOZEMAN-
PARKS 8
RECREATION
DEPT.
298729 LAMU LLC OIS 06E 31 DDAB No WELL 98.00 13.00 13.00 35.00 AIR 911812018 IRRIGATION
92048 BRIDGER VIEW OIS 06F 31 DDAC No WELL 190.00 8.00 115.00 110,00 AIR SfJO11972 PUBLIC WATER SUPPLY
I RAILER COURT
145402 ' BROLING DOUG 01S 06F 31 ODB No WELL 60.00 4.20 25,00 4.20 25-00 AIR 5/16119W DOMESTIC
183 1 C112655-00 MT VIEW O1S 06E 31 DDS No WELL 40.00 8.00 8.00 50.00 AIR 6/9/2000 DOMESTIC
ESTATES INC
W2 4? BRIDGER VIEW 01S 06E 31 DDBC No WELL 178.00 8.00 138.00 70.00 AIR 4/2611971 PUBLIC WATER SUPPLY
TRAILER COURT
(WELL1)
92049 '� BRIDGER VIEW 01S 06E 31 DDBD No WELL 185.00 10.00 105.00 85.00 AIR 5129/1971 PUBLIC WATER SUPPLY
TRAILER COURT
(WELLk2)
294253 CITY OF OIS WE 31 DDCC No WELL 217.00 5.00 4.70 35.00 PUMP 6/2 112 0 1 8 IRRIGATION
BOZEMAN-
PARKS 8
RECREATION
DEPT.
299253 CITY OF OIS 06E 31 DDCC No WELL 217.00 5(R) 5.00 60,00 AIR 612V2018 IRRIGATION
BOZEMAN-
PARKS 8
RECREATION
DEPT,
92050 C30023393 CYSEWSKI BEN OIS 06E 32 No WELL 29.00 29,00 20.00 OTHER 6/1/1960 DOMESTIC
J
92051 KOLB H H 6 OIS 06E 32 No WELL 30.00 9.00 30.00 3000 PUMP 711 51 1962 DOMESTIC
AUGUSTA H
192215 "!) JENSEN 01S 06E 32 No WELL 58.00 16.50 16,60 30,00 AIR 9130/2002 DOMESTIC
RICHARD AND
KATHRYN
92052 CO25062-00 RUGHEIMER OIS 06E 32 B No WELL 63.00 6.00 %00 18.00 BAILER 812111979
HALLIE
234042 C-30027873 LEGEND OF OIS 06F 32 BA No WELL 140,00 16.00 16.00 55.00 AIR 1126r2007 IRRIGATION
BRIDGER
CREEK
92054 C095377-00 FILLBACK DALE 01S 06E 32 BC No WELL 89.00 7.00 77.00 15.00 BAILER 7/1/1980
1 053 RUGHEIMER OIS 05E 32 BC No WELL 54 00 1 200.00 OTHER 11111947 DOMESTIC
HALLIE
SWINGLE 01S 06E 32 BC No WELL 72.00 10.00 20.00 PUMP 3/2611979 DOMESTIC
WESLEY MARK
8 ELIZABETH
263021 CONSTRUCTIVE O1S 06E 32 BCC No WELL 58.50 12.00 12.00 37.00 AIR 8/1 012 0 1 1 DOMESTIC
SOLUTIONS
23065 5 30020215 JACKSON DON 01S 06E 32 BCCD Yes WELL 65.00 7.00 AIR 1/1 711 9 7 0 DOMESTIC
230655 30020215 JACKSON DON 01S 06E 32 BCCD Yes WELL 65 DO 7.00 45.00 BAILER 111711970 DOMESTIC
204064 '~� C30007065 CARPENTER 01S 06E 32 BCDB No WELL 98.00 6.00 6.00 30.00 AIR 5/28/2003 DOMESTIC
JON
1AL4k1 C091486-00 JACKSON DON 01S 06E 32 BCDD Yes WELL 75.00 8.00 61.00 8.00 20.00 PUMP 4/10/1994 DOMESTIC
139076 C086508-00 RUGHEIMFR 01S 06F 32 BOA No WELL 14000 65.00 130.00 65.00 2000. AIR 411 711 99 3 DOMESTIC
PETER
92056 C061569-00 RUGHEIMER 01S 06E 32 BDC No WELL 50.00 10.00 30.00 17.00 PUMP 6/1271986 DOMESTIC
c
HALLI[
123964 MILLER CHRIS 01S OOE 32 C No WELL 90.D0 26.00 80.00 26.00 25.00 AIR 1OJ911990 DOMESTIC
92059 MORROW 015 06E 32 C No WELL 56.DO 14.00 56.D0 12.00 BAILER 611011959 DOMESTIC
L ARTHUR E.
92057 SIEVERT CECIL 01S 06E 32 C No WELL 29.50 900 29 50 30.00 PUMP 9/18/1963 DOMESTIC
992063 TURNER J.E. 015 06E 32 C No WELL 60-50 14.00 60.50 10-00 PUMP 7/6/1962 DOMESTIC
92061 WILLIAMS O1S 06E 32 C No WELL 32.00 11,00 15.00 OTHER 4/7/1959 DOMESTIC
FRANK E.AND
THELMA.
9205$ C30025882 YELEY WARREN 01S 06C 32 C No WELL 60-DO 12.00 60-00 15.00 PUMP 5/27/1960 DOMESTIC
JAY
92062 °q� ZETLERALAN 01S 06E 32 C No WELL 55.00 12.00 55.00 10.00 PUMP 6/2 611 9 6 2 DOMESTIC
234040 C-30027855 LEGEND OF 01S 06E 32 CA No WELL 140.00 12.00 12.00 45.00 AIR 1125/2007 IRRIGATION
BRIDGER
CREEK
246139 WISEMAN MIKE 01S 06E 32 CA No WELL 90.00 21.DO 21.00 25.00 AIR 8/8i2008 IRRIGATION
234038 C-30027855 LEGEND OF 01S 06E 32 CB No WELL 140.00 23.00 23.00 45.00 AIR 112512007 IRRIGATION
BRIDGER
CREEK
04 LEGEND OF O1S 06E 32 CB No WELL 120.00 10.00 10.00 60.00 AIR 10/18/2005 IRRIGATION
BRIDGER
CREEK
SUBDIVISION
222041 C30026431 LEGEND OF 01S 06F 32 CB No WELL 120.00 11.00 1100 9000 AIR 10l20./2005 IRRIGATION
BRIDGER
CREEK
SUBDIVISION
148784 '� C093702-00 BATCHELDER 01S 06E 32 CBC No WELL 80.00 6.00 75.00 6.00 35.00 AIR 5/1 Oil WA DOMESTIC
808 AND
WILLIAMS LISA
278821 AMERICAN O1S 06E 32 CC No WELL 24-00 614/2014 MONITORING
BANK(MW-1)
178824 AMERICAN O1S 06C 32 CC No WELL 19.00 6/4/2014 MONITORING
BANK(MW-3)
92067 *' BALLINGER 01S 06E 32 CC No WELL 30.00 10.00 11.00 60.00 PUMP 6/311968 DOMESTIC
GENE
147663 C091391-00 DEL DUCA O1S 06E 32 CC No WELL 40.00 10.00 35.00 10.00 30.00 AIR 613011994 DOMESTIC
LEILAN 8 MARIO
283681 43246-00 FOSTER,JOHN O1S 06E 32 CC No WEI.1. 40.D0 11.00 11.00 30.00 PUMP 9111119M UNKNOWN
C.
92068 �"� KERWIN 01S 06E 32 CC No WELL 32.00 12.00 20.D0 2000. BAILER 8/24/1965 DOMESTIC
THOMAS
193 ' THE 01S 06E 32 CC No WELL 70.00 8.00 8.00 25.00 AIR 511512002 IRRIGATION
HEADLANDS
LLC
9.?1�4 C30003019 VOGEL DAVE JR 01S 06E 32 CC No WELL 28DO 10.D0 28.00 30.00 PUMP 11/28/1964 DOMESTIC
92066 VOGEL DAVID 01S 06E 32 CC No WELL 22.00 5.00 5.00 10.00 BAILER F116/1942 DOMESTIC
SR
92065 VOGEL 01S 06E 32 CC No WELL 20.00 6.00 5.00 OTHER 1/111899 STOCKWATER
EDWARD H.
9206Q VOGEL 01S 06E 32 CC No WELL 25.00 6.00 5.00 OTHER 1/1/1965 DOMESTIC
EDWARD H_
287508 4324600 FOSTER,JOHN 01S 06E 32 CCAA No WELL 40.00 11_00 30.00 PUMP 9/11!1980 DOMESTIC
C.
271340 �10� 30066164 ENGSTROM,TJ 01S 06E 32 CCAD No WELL 60.00 16.00 16.00 17.00 AIR 2/1 2120 1 3 DOMESTIC
271341 ENGSTROM,TJ 01S 06E 32 CCAD No WELL 58.00 20.00 20.00 9.00 AIR 2/1272013 OTHER
206719 CARACCIOLO 01S 06E 32 CD No WELL 40.00 11.00 11.00 30.00 AIR 8/18/2003 DOMESTIC
DAV ID 1
WILLIAMS
W ENDY
92072 C115587-00 FRISBIE GARY OIS 06E 32 CD No WELL 49.00 12.00 49,00 12.00 PUMP 7/111960 DOMESTIC
M.
92070 SANDBO OIS 06E 32 CO No WELL 53.00 1200. 53.00 15.00 PUMP 7/1 011 9 6 2 DOMESTIC
ALBERT
195895 THE 01S 06E 32 CD No WELL 68.00 8.00 8.00 18.00 AIR 5/16/2002 IRRIGATION
HEADLANDS
LLC
92060 JUVON EDDIE& 01S 06E 32 CDA No WELL 32.D0 11.00 15.00 OTHER 9/1/1959 DOMESTIC
CHARLOTTE
267.7� VjI HEYS,JIM AND 01S 06E 32 COB No WELL 57.00 13.00 13.00 20.00 AIR 717/2012 IRRIGATION
NORMA
92074 FLANIGAN OIS 06E 32 CDC No WELL 30.00 40.00 BAILER 6/1/1960 DOMESTIC
HERBERT W
79tiv9/ y� KAIB.TODD 01S 06E 32 CDC No WELL 117.00 22.00 22.00 42.00 AIR 4/2012018 DOMESTIC
92073 VOGEL 01S 06E 32 CDC No WELL 20.DO 6.00 5.00 OTHER tft/1900 STOCKWATER
EDWARD H.
262683 BISHOP,DOUG OIS 06E 32 CDD No WELL. 54.DO 12.00 12.00 20.00 AIR 8/31/2011 IRRIGATION
&LORRAINE
12487 dn BRADLEY RAY 01S 06E 32 COD No WELL 20.DO 5.00 15.00 5.00 30.00 AIR 801991 IRRIGATION
25076O a C30047185 GARRITY 01S 06E 32 CDDB No WELL 40.00 9-00 9.00 25.00 AIR 5111i2009 IRRIGATION
MICHAEL
92075 '- GEISER JOHN L. 01S 06E 32 D No WELL 80.00 80.00 10.00 OTHER 6/28/1960 DOMESTIC
92077 GIESER JOHN L 01S WE 32 D No WELL 62.00 15,00 OTHER 777/1960 DOMESTIC
92070 HAMILTON BERL 01S 06E 32 D No WELL 46.00 15.DO 46.00 15.00 PUMP 1113/1965 DOMESTIC
92080 'n HAMILTON BERL 01S 06F 32 D No WELL 20.00 20.00 60.00 OTHER /11/1883 STOCKWATER
'WELL I
92079 'n HAMILTON BERL 01S 06E 32 D No WELL 20.00 20.00 60.00 OTHER 1,11/1943 DOMESTIC
"WELL.2
92076 In TRUNK FRANK J 01S 06L 32 D No WELL. 39.00 22.00 28.00 OTHER 1012711960 DOMESTIC
JR AND
PATRICIA A
234044 Q C;30027882 LEGEND OF 01S 06E 32 DB No WELL 140.00 23.00 23.00 45.00 AIR 112912007 IRRIGATION
BRIDGER
CREEK
234043 Q C-30027874 LEGEND OF OIS WE 32 DB No WELL 180.00 22.00 22.OD 50,00 AIR 1/26/2007 IRRIGATION
BRIDGER
CREEK
216733 n BRYANT VAN 01S 06E 32. DC No WELL 116.00 39.00 39.00 25.00 AIR 1212f2004 IRRIGATION
210098 yji COLLINS,DON& 01S 06E 32 DC No WELL 45.00 20.00 20.00 20.00 AIR 5/1012004 IRRIGATION
ERICA
DEAN ROBERT 01S 06F 32 DC No WELL 40.00 15.00 100.00 OTHER 10/15/1958 DOMESTIC
B.AND RUTH W,
92�85 on JACOBSON 01S 06E 32 DC No WELL 34.00 14.50 34.00 15.00 BAILER 10/4/1958 DOMESTIC
SEIVERT
92084 MILLER 01S 06L 32 DC No WELL 70.00 20.00 70.00 8,00 BAILER 12/30/1957 DOMESTIC
CLARENCE
920$8 -n MOSHIER 01S 06E 32 DC No WELL 30.00 14.00 40-00 OTHER 1 011 11 95 9 DOMESTIC
RONALD L.AND
MARY A.
2ml 'n SEEKINS JAMES OIS 06E 32 DC No WELL 36.00 14.00 36.00 20.00 PUMP 1014/1966 DOMESTIC
W.AND
VIRGINIA L.
92082 TURNQUIST OtS 06E 32 OC No WELL 35.00 14.00 35.00 15.00 BAILER W28/1959 DOMESTIC
SIDNEY 1.
920$G VOGEL W. 01S 06E 32 DC No WELL 34.00 6.00 34.00 25,00 PUMP 9/27/1967 DOMESTIC
GL ENN AND
OKARCHE M-
92083 WALL RICHARD 01S 06E 32 DC No WELL 102.00 18.00 70-00 8,00 BAILER 4/30/1958 DOMESTIC
268952 30066113 BRYAN.VAN 8 01S 06E 32 DCAC No WELL 58.00 26.00 26.00 30.00 AIR 10/212012 IRRIGATION
WALLIS
92061 C112671-00 MILLER 01S 06F 32 DCB No WFLL 70.00 70.00 15.00 OTHER VV1958 DOMESTIC
CLARENCEJ
92069 ! VOGEL DAVID 01S 06E 32 DCD No WELL 23.50 5.00 22.00 7.00 PUMP DOMFSTIC
SR.AND HELEN
B.
42090 "� VOGEL DAVID 01S 06E 32 DCD No WELL 23.50 5.00 22.00 7.00 PUMP 1111947 DOMESTIC
-' SR.AND HELEN
B.
282782 ELLERD.MIKE 01S 06E 32 DCDA No WELL 42.00 4.00 4,00 15.00 PUMP 5/29/2015 DOMESTIC
?0710 MORRISON, OtS 06F 32 DDB No WELL 131.00 19.00 19.00 20.00 PUMP 5/5/2016 DOMESTIC
JOHN
287107 10 MORRISON, 01S 06E 32 DDB No WELL 131.00 19.00 19.00 23.00 AIR 515/2016 DOMESTIC
JOHN
293836 jo ELLERD.MIKE 01S 06E 32 DOC No WELL 120 W 900 9.00 37 00 AIR 111412 0 1 7 STOCKWATER
End of Report.
217 record(s)listed.
Items of Note:
'This report 1s restricted to site types of WELL,BOREHOLE,SPRING,COAL BED METHANE WELL.PETWELL,PIEZOMETER
2A single well record(a distinct GWIC Id)may be represented by more than one lane In this report if more than one performance test was conducted on the well at the time of
drilling.
ExpjAngfign of Columns:
GWIC ld=Key field for the GWIC database.Links to one page reports
PDF=Are scanned documents available through the Document Manager?
=Yes,click on the icon to download the PDF file
=No,well was submitted electronically.No paper record exists
®=No,record does have a known well log but 1t is not scanned yet.
=No,record may or may not have a document to scan Metadala is unclear.
t.!=No,record was created from a source other than a well log.No paper record exlsts-
DNRC WR=Water right number assigned to this site by Department of Natural Resources and Conservation.
Site Name=Current owner name assigned to GWIC record.
'.ovation=Location of site in Montana township,range.section,and quarter-section coordinates.
er?=Has this location been verified by field staff?
type=Type of site assigned to GWIC record
Td=Total depth of well in feet below ground.
Swl=Static water level in feet above/below ground-Negative values are reported for water levels that are above land surface
Pwl=Pumping water level in feet below ground.
Rwl=Recovery water level in feet below ground
Yield=Yield in gallons per minute.
Test=Type of performance test reported
Date=Completion date of well/'borehole.
Use=Reported use of water.
Disclaimer:
The preceding materials represent the contents of the GWIC databases at the Montana Bureau of Mines and Geology at the time and date of the retrieval.The information 1s
considered unpublished and is subject to correction and review on a daily basis.The Bureau warrants the accurate transmission of the data to the onginal end user at the time
and date of the retrieval[3122/2019 2 12 44 PM).Retransmission of the data to other users is discouraged and the Bureau claims no responsibility if the material is retransmitted.
There may be wells in the request area that are not recorded at the Information Center
Ground Water Information Center Online m 1998-2019
Contact s I Privacy Statement
Ground Water Information Center I MBMG Data Center You are currently signed in.1 3/22/2019
Montana Bureau of Mines and Geology Sign Out
1' Montana Tech of The University of Montana
1300 West Park Street-Natural Resources Building Room 329
1 I Butte Montana 59701-8997
Ph:(406)496-4336 Fx:(406)496A343
[Home[Well Data[Reports I Data Coop I DrillerWeb I DNRC[Help! [
Menus:[Main [SWL[GWCP[Projects[Coal [Coal Quality[Geothermal
GWIC Data >Well Construction Data>Township: 01S Range: 06E Sec: 3, 1
The following data were returned from the GWIC databases for the area you requested. For a more detailed description of the data view
the GWIc_Metadata report. If you notice data entry errors or have questions please let us know by sending us an Email at
GWIC@mtech.edu. If you wish to view a one page report for a particular site, click the hyperlinked Gwic Id for that well. Scroll to the right
of your screen to view all the data. All data displayed on the screen may not show up when printed.
Total Depth(ft) 400.00 400.00 400.00
Static Water Level(ft) 10.00 10.00 10.00 Thanks,Just take me back to the menu.
Yield(gpm) 5.00 5.00 5.00
MBMG has 408 publications available for GALLATIN county.
MBMG has 469 publications available for MADISON county.
MBMG has 3 abandoned mine record(s)for this request area.
262715 1 GALLIER, 01S 06E 1 ABA No WELL 400.00 10.00 10.00 5.00 AIR 7/25/2011 DOMESTIC
JAN
-rid of Report.
1 record(s)listed.
Items of Note:
'This report is restricted to site types of WELL, BOREHOLE, SPRING,COAL BED METHANE WELL, PETWELL, PIEZOMETER.
2A single well record(a distinct GWIC Id)may be represented by more than one line in this report if more than one performance test was conducted on
the well at the time of drilling.
Explanation of Columns:
GWIC Id=Key field for the GWIC database. Links to one page reports.
PDF=Are scanned documents available through the Document Manager?
■ =Yes,click on the icon to download the PDF file.
■ =No,well was submitted electronically.No paper record exists.
■ =No,record does have a known well log but it is not scanned yet.
■ =No,record may or may not have a document to scan. Metadata is unclear.
=No,record was created from a source other than a well log. No paper record exists.
DNRC WR =Water right number assigned to this site by Department of Natural Resources and Conservation.
Site Name=Current owner name assigned to GWIC record.
Location =Location of site in Montana township, range,section,and quarter-section coordinates.
Ver?= Has this location been verified by field staff?
Type=Type of site assigned to GWIC record.
Td=Total depth of well in feet below ground.
Swl =Static water level in feet above/below ground-Negative values are reported for water levels that are above land surface.
Pwl = Pumping water level in feet below ground.
Rwl=Recovery water level in feet below ground.
Yield=Yield in gallons per minute.
Test=Type of performance test reported.
Date = Completion date of well/borehole.
Jse =Reported use of water.
Disclaimer:
The preceding materials represent the contents of the GWIC databases at the Montana Bureau of Mines and Geology at the time and date of the
retrieval.The information is considered unpublished and is subject to correction and review on a daily bans.The Bureau warrants the accurate
transmission of the data to the ongrnal end user at the time and date of the retrieval[3/22/2019 2:02:56 PM]. Retransmission of the data to other users
APPENDIX E
MONTANA EPA NPL Sites
MONTANA NPL SITES
SITE CITY COUNTY
ANACONDA SMELTER ANACONDA DEER LODGE
EAST HELENA SMELTER EAST HELENA LEWIS & CLARK
_ _ IDAHO POLE BOZEM.AN GALLATIN
LIBBY GROUNDWATER SITE LIBBY LINCOLN
MILLTOWN RESERVOIR MILLTOWN MISSOULA
MONTANA POLE & TREATING BUTTE SILVER BOW
MOUAT INDUSTRIES COLUMBUS STILLWATER
SILVER BOW CREEK BUTTE SILVERBOW