Attachment_3_-_00_00_02A_BLK_2-3_Geotech_Drawings_and_Logs.pdf
PDF 43 MB Posted
- Attached to
- NGWSP BLOCK 2-3 PIPELINE
- Solicitation number
- 140R4026B0001
About this file
This file contains geotechnical drawings and logs for the Navajo-Gallup Water Supply Project (NGWSP) San Juan Lateral, Block 2-3, located in Farmington, New Mexico. The document includes comprehensive geological exploration data consisting of drill hole logs, test pit logs, geologic profiles, and surface geology maps prepared by the Bureau of Reclamation's geotechnical team. The drawings utilize standard Bureau of Reclamation classification standards based on the Unified Soil Classification System (USCS) and document subsurface conditions encountered along the proposed pipeline alignment for Reach 2 (PNM Alternative) and Reach 3, as well as at the San Juan Lateral Water Treatment Plant Regulating Tank Site.
The geotechnical investigation includes 38 drill holes and numerous test pits that characterize the project corridor's soil and rock stratigraphy, which primarily consists of Quaternary alluvium (silty sand, clayey sand, and clay) overlying Cretaceous bedrock formations including the Pictured Cliffs Sandstone, Lewis Shale, Mancos Shale, Cliff House Sandstone, and Menefee Formation. Laboratory testing results provide soil classification data, particle size analysis, consistency limits, and compaction characteristics. Depth to bedrock ranges from shallow (0.7 feet to 7.1 feet) to deeper intervals, with groundwater encountered at variable depths. The geologic profiles document conditions at critical construction areas including the Shumway Wash horizontal directional drilling (HDD) crossing and provide design-relevant information regarding material properties, weathering conditions, and discontinuities in the bedrock units that will inform construction planning and pipeline design for this federal water infrastructure project.
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Text version
A
LW
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YS
T H
IN
K
S A
FE
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SHEET
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GENERAL GEOLOGIC
LEGEND, EXPLANATIONS
AND NOTES
FARMINGTON, NM
1695-529-60340
2023-01-23
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
CHRIS BEYER
D THORNBURG
CHRIS BEYER
Beyer, Christopher R
Gladden, Ryan L P.E.
Deputy Construction Engineer
GENERAL GEOLOGIC LEGEND
STRATIGRAPHY
GEOLOGIC EXPLANATION GENERAL GEOLOGIC NOTES
BEDROCK ABBREVIATIONS:
SS- SANDSTONE
CLSTN - CLAYSTONE
SLTSTN - SILTSTONE
Geologic standards and definitions used for rock quality and rock discontinuities are based on Bureau of Reclamation Engineering Geology Field Manual and drawing numbers 40-D-6493 and 40-D-6499.
Soil classification and descriptions are based on the Unified Soil Classification System (USCS) and Bureau of Reclamation procedures and guidelines as described in Geotechnical Branch Training Manuals Nos. 4, 5, 6, and Designations USBR 5000 (laboratory classification) and USBR 5005 (visual classification). These procedures are similar to ASTM D2487-11 and ASTM D2488-09A respectively.
Interpretations shown on geologic profiles are based on Test Pit, Drill Hole, outcrop, and field mapping data. Interpretations suggest general trends between data points and do not depict localized irregularities.
For the entire description of material, drilling or excavation method and conditions, exact locations of the hole, etc., see complete log.
Proposed Drill Hole location with identification number
Drill Hole location with identification number
Proposed Test Pit location with Identification number
Test Pit location with Identification number
Geologic Unit Contact
Dashed where approximate
Queried where inferred
Drill Hole or Test Pit on profile (dashed where projected)
Quaternary Alluvium Quaternary alluvium is derived from a variety of sources including slope wash, eolian and colluvial deposition as well as weathering and decomposition of in-place bedrock. Alluvium contains variable amounts of plastic to nonplastic fines and may contain sand, gravel, cobbles, and boulders on terraces and in river channels and flood plains.
Quaternary Terrace Gravel Quaternary terrace gravel is comprised of unconsolidated deposits of gravel, cobbles and boulders in a predominantly sandy matrix with lesser amounts of silt and clay. The terrace gravels originate from the San Juan River alluvium forming terraces and exhibit weak to moderate cementation.
Cretaceous Pictured Cliffs Sandstone Pictured Cliffs Sandstone is composed of light brown to orange to gray, very fine- to medium- grained sandstone interbedded with minor gray siltstone and shale. The upper part consists of ledge-forming, moderately- to massively-bedded sandstone. The sandstone is calcareous, ferruginous, and exhibits cellular- to cavernous-weathering.
The lower part consists of laminated to thinly bedded sandstone, shale and claystone. The sandstone is moderately soft (H5) and intensely weathered (W7) to hard (H3) and slightly weathered. The shale and claystone are generally very soft (H7) and intensely weathered (W7) to moderately soft (H5) and moderately weathered (W5).
Cretaceous Lewis Shale The Lewis Shale (Kl) is comprised of dark brown to gray shale with fine brownish gray sandstone interbeds and brownish red sandstone lenses. The shale is friable, fissile, laminated to thinly bedded with gypsum veins, iron oxide staining and occasional marine fossils. Hardness and weathering vary from very soft (H7) and intensely weathered (W7) to moderately hard (H4) and moderately weathered (H5). The sandstone is fine-grained laminated to moderately bedded, calcareous, and argillaceous. Hardness and weathering vary from soft (H6) and intensely weathered (W7) to moderately hard (H4) and moderately weathered (W5). Similar to the Pictured Cliffs Sandstone (Kpc), intermittent harder sandstone lenses are found within the Lewis Shale (Kl) formation and have a similar appearance to concretions because of their shape and mineral content. They are comprised of Siderite or iron oxide and calcium carbonate cemented, fine, thinly to moderately bedded sandstone. The lenses are spheroidal in shape and up to 10-feet in diameter. Lenses are often exposed at the surface due to differential weathering of softer surrounding rock and exhibit spalling of weathered outer layers. They are generally moderately hard (H4) to hard (H3) and moderately weathered (W5).
Cretaceous Cliff House Sandstone The Cliff House Sandstone (Kch) is comprised of brown to gray sandstone and light gray to dark brown shale. The sandstone is fine-grained, argillaceous, laminated to thickly bedded, hard (H3) and slightly weathered (W3) to moderately weathered (W5). The shale is laminated to thinly bedded, with calcite, iron oxide, and thin interbeds of hard (H3) sandstone. Hardness and weathering vary from very soft (H7) and intensely weathered (W7) to moderately soft (H5) and moderately weathered (W5). The Cliff House Sandstone (Kch) is exposed at the Hogback Monocline and will be encountered subsurface at the Chaco River crossing. Core samples and nearby outcrops exhibited beds dipping at about 56° to the east.
Cretaceous Menefee Formation The Cretaceous Menefee Formation consists primarily of light brown, fine-grained sandstone with interbedded claystone, shale and siltstone but can vary in color and grain size. The sandstone is generally moderately weathered (W5), moderately soft (H5) to soft (H6) and slightly fractured at the surface. The same sandstone unit, when excavated below ground level, can occasionally be moderately hard (H4) and slightly weathered (W3). A hard, calcareous sandstone bed frequently caps the upper 1 to 3 feet in some areas and is occasionally interbedded or lensed within the softer sandstone units. Intermittent hard (H3) concretionary lenses are are also present throughout the formation. This caprock/interbedded sandstone is often hard (H3) and can only be broken by a heavy hammer blow. The claystone is sandy, light brown to grey in color and is generally laminated to thinly bedded, intensely to moderately weathered (W6) and moderately soft (H5) to soft (H6). The claystone often grades to siltstone and occasionally becomes fissile, grading to shale. Thin coal seams are also sometimes encountered. The coal is subbituminous to bituminous, friable, soft (H6), and moderately to intensely weathered (W6) to moderately to slightly weathered (W4).
Cretaceous Point Lookout Sandstone The Point Lookout Sandstone consists of light brown, gray, or brownish orange, fine-grained sandstone with interbedded claystone. The sandstone is moderately soft (H5) to hard (H3), slightly weathered (W3), to intensely weathered (W7), thinly to massively bedded, and has a variable reaction with HCl. It often contains calcite and gypsum veins, and iron and manganese oxide staining. The claystone is dark brown to grayish orange, soft (H6) to very soft (H7), and moderately to intensely weathered (W6). It usually has no reaction with HCl and contains gypsum veins and iron oxide staining.
Cretaceous Mancos Shale The upper member of the Mancos Shale consists of interbedded fine-grained, mixed clastic laminations with interbeds of claystone, shale, siltstone and sandstone. Contacts between shale and claystone can be gradational. The shale is calcareous, sandy, fissile, light to dark gray, light to dark brown to black in color and banded or mottled in places.
The shale ranges from moderately soft (H5) to hard (H3) and decomposed (W9) to slightly weathered (W3).
Intermittent hard (H3) concessionary lenses are present throughout the formation. The claystone is light to dark brown, sandy and laminated to thinly bedded. The claystone ranges from very soft (H7) to moderately soft (H5) and very intensely weathered (W8) to moderately weathered (W5). The claystone is friable and easily separates on bedding planes, slakes rapidly in water, and exhibits iron and manganese oxide staining. The claystone is carbonaceous, contains calcium carbonate, mica and has thin to moderately thick gypsum infilling in some joints. Backhoe test pits generally reached refusal after excavating 2-to-4 feet into Mancos Shale (Km) bedrock. Shale was generally recovered as 2-to-10 inch subangular, flat fragments, depending on hardness and weathering.
Kmf Qal
Kmf Qal
Kmf Qal
DHR2-21-8
TPR2-21-5
DHR2-21-8
TPR2-21-5
Qal
Qtg
Kpc
Kl
Kch
Kmf
Kpl
Km
D H
R 2-
-1
El ev
.5
Pr oj
Lt
.5
T.D. 80.0
10.5
COBBLES AND BOULDERS
SHALE
LW
A
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T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
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B
A
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LA
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-5
-6
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W G
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D A
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LA
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B Y
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N A V A
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U P
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R A L
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K S
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GENERAL GEOLOGIC
LEGEND, EXPLANATION,
AND NOTES
FARMINGTON, NM
1695-529-60426
2024-09-27
GENERAL GEOLOGIC LEGEND
STRATIGRAPHY
GEOLOGIC EXPLANATION GENERAL GEOLOGIC NOTES
BEDROCK ABBREVIATIONS:
SS- SANDSTONE
CLSTN - CLAYSTONE
SLTSTN - SILTSTONE
Geologic standards and definitions used for rock quality and rock discontinuities are based on Bureau of Reclamation Engineering Geology Field Manual and drawing numbers 40-D-6493 and 40-D-6499.
Soil classification and descriptions are based on the Unified Soil Classification System (USCS) and Bureau of Reclamation procedures and guidelines as described in Geotechnical Branch Training Manuals Nos. 4, 5, 6, and Designations USBR 5000 (laboratory classification) and USBR 5005 (visual classification). These procedures are similar to ASTM D2487-11 and ASTM D2488-09A respectively.
Interpretations shown on geologic profiles are based on Test Pit, Drill Hole, outcrop, and field mapping data. Interpretations suggest general trends between data points and do not depict localized irregularities.
For the entire description of material, drilling or excavation method and conditions, exact locations of the hole, etc., see complete log.
Drill Hole location with identification number
Test Pit location with Identification number
Geologic Unit Contact
Dashed where approximate
Queried where inferred
Drill Hole or Test Pit on profile (dashed where projected)
Quaternary Alluvium
Quaternary alluvium consists of unconsolidated surficial deposits regardless of origin. It is derived from a variety of sources including slope wash, eolian and colluvial deposition as well as weathering and decomposition of in-place bedrock. Alluvium within the Morgan Lake Tank site is primarily composed of Silty Sand (SM) with possible Clayey Sand (SC) or Poorly Graded Sand (SP) overlying sandstone.
Cretaceous Pictured Cliffs Sandstone
Pictured Cliffs Sandstone is composed of light brown to orange to gray, very fine- to medium- grained sandstone interbedded with minor gray siltstone and shale. The upper part consists of ledge-forming, moderately- to massively-bedded sandstone. The sandstone is calcareous, ferruginous, and exhibits cellular- to cavernous-weathering.
The lower part consists of laminated to thinly bedded sandstone, shale and claystone. The sandstone is moderately soft (H5) and intensely weathered (W7) to hard (H3) and slightly weathered (W3). The shale and claystone are generally very soft (H7) and intensely weathered (W7) to moderately soft (H5) and moderately weathered (W5).
Kmf Qal
Kmf Qal
Kmf Qal
TPR2-21-5
DHR2-21-8
Qal
Kpc
5.4
TD 31.0'
SM
SS/CLSTN
SS
12.0
El ev
.7
Pr oj
Lt
1.
D
H M
LT
-2
3-
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Beyer, Christopher
D. Thornburg
Graham, Kris
Beyer, Christopher R
Gladden, Ryan L
Geologist
R
EV
N O 1
-0 2-
C H
A N
G
ES
T
IT
LE
B
LO
C K F
R O
M M
O R G
A N
L A K E
TA
N
K S
IT
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TO
S
A N
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A N
L A
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R A L
W A
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TR
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T R
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G T
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K S
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U S H
IG
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W A Y 64
INDIAN SERVICE ROUTE 36N 367
IN
D
IAN
SERVIC
E RO
U
TE 36
N 367
RD 6815
R D
RT
E
RTE 362
NO NAME ROAD
RD 6800
RD 6800
J u a n
S a n
R i v e r
TPR2-21-1
TPR2-21-3
TPR2-21-8
TPR2-21-11
TPR2-21-15
DHR2-21-11
DHR2-21-14
TPR2-21-1A
TPR2-22-5
TPR2-22-17
TPR2-22-13
TPR2-22-12
TPR2-22-10TPR2-22-9
TPR2-22-7TPR2-22-6TPR2-22-4
TPR2-22-2
TPR2-22-21
TPR2-22-20
TPR2-22-19
TPR2-22-18
TPR2-22-16
TPR2-22-14
WELLDHR2-22-16
WELLDHR2-22-17
DHPNM-21-1C
DHR2-22-19
DHR2-22-18
DHR2-22-13
DHR2-22-15
DHR2-22-12
DHR2-22-10
DHR2-22-8
DHR2-22-1
DHR2-22-9
DHR2-22-7
DHR2-22-6
DHR2-22-5-WELL
DHR2-22-4
DHR2-22-3
DHR2-22-2
DHR2-22-23 (HDD Entry Pit)
S$1 J8$1 *(1(R$7,1* S7$7,21 R(S(R92,R
Description
DHPNM-21-1C
DHR2-22-1
DHR2-22-2
DHR2-22-3
DHR2-22-4
DHR2-22-5-WELL
DHR2-22-6
DHR2-22-7
DHR2-22-8
DHR2-22-9
DHR2-22-10
DHR2-22-12
DHR2-22-13
DHR2-22-15
DHR2-22-18
DHR2-22-19
WELLDHR2-22-16
WELLDHR2-22-17
Northing
2081589.02
2104541.06
2100979.33
2100550.85
2099864.28
2099703.04
2099266.54
2097845.33
2097348.74
2096759.29
2096310.14
2093768.27
2090908.63
2090491.70
2086760.03
2082528.18
2090009.86
2089796.70
Easting
2537208.86
2544828.18
2542943.10
2542966.29
2542934.78
2543037.71
2543178.68
2542967.85
2542728.26
2542803.54
2543107.81
2543007.10
2543463.69
2543056.35
2539997.84
2538924.19
2542892.49
2542846.16
Longitude
W108° 28' 03.25"
W108° 26' 31.46"
W108° 26' 54.35"
W108° 26' 54.03"
W108° 26' 54.36"
W108° 26' 53.08"
W108° 26' 51.32"
W108° 26' 53.80"
W108° 26' 56.70"
W108° 26' 55.73"
W108° 26' 51.95"
W108° 26' 52.99"
W108° 26' 47.16"
W108° 26' 52.13"
W108° 27' 29.41"
W108° 27' 42.26"
W108° 26' 54.10"
W108° 26' 54.66"
Latitude
N36° 43' 07.83"
N36° 46' 55.27"
N36° 46' 19.93"
N36° 46' 15.69"
N36° 46' 08.90"
N36° 46' 07.31"
N36° 46' 03.01"
N36° 45' 48.94"
N36° 45' 44.02"
N36° 45' 38.19"
N36° 45' 33.77"
N36° 45' 08.63"
N36° 44' 40.38"
N36° 44' 36.23"
N36° 43' 59.14"
N36° 43' 17.22"
N36° 44' 31.46"
N36° 44' 29.35"
Longitude (DEC DEG)
W108.46756925
W108.44207118
W108.44842986
W108.44834128
W108.44843382
W108.44807885
W108.44758803
W108.44827663
W108.44908364
W108.44881371
W108.44776517
W108.44805327
W108.44643228
W108.44781341
W108.45816879
W108.46173785
W108.44836206
W108.44851551
Latitude (DEC DEG)
N36.71884050
N36.78201839
N36.77220234
N36.77102585
N36.76913951
N36.76869844
N36.76750200
N36.76359468
N36.76222648
N36.76060876
N36.75938047
N36.75239696
N36.74455045
N36.74339811
N36.73309399
N36.72145112
N36.74207175
N36.74148545
Description
TPR2-22-2
TPR2-22-4
TPR2-22-5
TPR2-22-6
TPR2-22-7
TPR2-22-9
TPR2-22-10
TPR2-22-12
TPR2-22-13
TPR2-22-14
TPR2-22-16
TPR2-22-17
TPR2-22-18
TPR2-22-19
TPR2-22-20
TPR2-22-21
Northing
2102742.64
2101229.88
2100225.77
2099133.56
2098330.29
2093483.64
2092519.40
2089269.82
2089143.60
2089032.00
2086955.89
2085802.29
2084507.34
2083523.84
2081704.72
2081535.84
Easting
2544271.15
2543120.37
2542966.96
2543269.97
2543321.63
2543782.16
2543840.65
2542018.61
2541859.41
2541623.29
2540138.24
2539708.33
2539521.94
2539294.14
2538678.55
2537475.64
Longitude
W108° 26' 38.16"
W108° 26' 52.19"
W108° 26' 53.99"
W108° 26' 50.18"
W108° 26' 49.49"
W108° 26' 43.45"
W108° 26' 42.65"
W108° 27' 04.78"
W108° 27' 06.73"
W108° 27' 09.62"
W108° 27' 27.70"
W108° 27' 32.89"
W108° 27' 35.07"
W108° 27' 37.79"
W108° 27' 45.21"
W108° 27' 59.97"
Latitude
N36° 46' 37.45"
N36° 46' 22.42"
N36° 46' 12.48"
N36° 46' 01.70"
N36° 45' 53.76"
N36° 45' 05.86"
N36° 44' 56.33"
N36° 44' 24.09"
N36° 44' 22.83"
N36° 44' 21.71"
N36° 44' 01.08"
N36° 43' 49.65"
N36° 43' 36.83"
N36° 43' 27.09"
N36° 43' 09.07"
N36° 43' 07.32"
Longitude (DEC DEG)
W108.44393404
W108.44783012
W108.44833189
W108.44727343
W108.44707950
W108.44540151
W108.44518084
W108.45132823
W108.45186874
W108.45267209
W108.45769401
W108.45913538
W108.45974251
W108.46049785
W108.46255751
W108.46665785
Latitude (DEC DEG)
N36.77706895
N36.77289364
N36.77013296
N36.76713837
N36.76493294
N36.75162881
N36.74898138
N36.74002364
N36.73967412
N36.73936341
N36.73363449
N36.73045819
N36.72689801
N36.72419255
N36.71918488
N36.71869925
DRILL HOLE Point Table TEST PIT Point Table
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
P
N M
A
LT
ER
N
A
TI
V E
LOCATION OF
EXPLORATION
FARMINGTON, NM
1695-529-60355
2023-02-02
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Beyer, Christopher
D. Thornburg
Chris Beyer
Beyer, Christopher R
Gladden, Ryan L P.E.
Deputy Construction Engineer
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328.
GENERAL NOTES
General Map...........................................1695-529-60351.
Location Map..........................................1695-529-60352.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
Surface Geology...............................1695-529-60357 thru 1695-529-60362.
REFERENCE DRAWINGS
0 1000' 2000'
5220 5210
5230 5240
RD 6800
Ex is iti ng
2"
P N M
P ip el in e
+0
2020+00
DHR2-22-1
TPR2-22-4
TPR2-22-2
DHR2-22-2
DHR2-23-34
DHR2-23-33
OWR2-23-21PWR2-22-1
OWR2-23-22
TPR2-23-24
TPR2-23-23
TPR2-23-22
Gravel Surface
Kpc
Kpc
Kpc
N20 W
5°
Kpc
Qal
Qal
Qal
Qal
Embankment Dam
Qal
Qal
Kpc
Kpc
Kpc
Kpc
Qal
Kpc Kpc
Kpc
Kpc
Qal
Qal
Kpc
Kpc
Kpc
Kpc
Qal
Qal
Qal
Qal
Qal
Kpc
Qal
Kpc
Qal
Pond
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
CHRIS BEYER
D.THORNBURG
CHRIS BEYER
Beyer, Christopher R.
Gladden, Ryan L P.E.
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
Surface Geology...............................1695-529-60357 thru 1695-529-60362.
REFERENCE DRAWINGS
CL Reach 2 Pipeline
SHEET
D
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B
A
D
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B
A
B U
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FARMINGTON, NM
1695-529-60357
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TO
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R 2-
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1.
S H
EET - 2
AutoCAD SHX Text
ALWAYS THINK
AutoCAD SHX Text
SAFETY
30 52
30 52
60 5270 5280 5290
805210
Site 2-5
+00
TPR2-22-5
DHR2-22-10
DHR2-22-8
TPR2-22-4
DHR2-22-9
DHR2-22-4
DHR2-22-3
DHR2-22-2
SH
EE
T
S H
EE
T
DHR2-24-38DHR2-24-37
DHR2-24-36DHR2-24-35
Intermittent pondS H
U M
W A
Y A R R O Y O
F A R M E R S F a r m e r s M u t u a l D i t c h
D i t c h
F a r m e r s M u t u a l
Kpc
Qal
Kpc
Kpc
Qal
Qal
Kpc
Kpc
Kpc
Kpc
Qal
Qal
Kpc
Kpc
Kpc
Qal
Pond
Embankment and intermittent pond
Qtg
Qtg
Intermittent pond
Qal
Embankment
Kpc
Qal
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
REFERENCE DRAWINGS
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
CLReach 2 Centerline
SHEET
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FARMINGTON, NM
1695-529-60358
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T.
SH
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S H
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AutoCAD SHX Text
RD 6800
AutoCAD SHX Text
US HIGHWAY 64
AutoCAD SHX Text Exisiting 42" PNM Pipeline
AutoCAD SHX Text Shumway
AutoCAD SHX Text Arroyo
AutoCAD SHX Text
BEYER, CHRISTOPHER R.
AutoCAD SHX Text
D. THORNBURG
AutoCAD SHX Text
GRAHAM, KRIS
AutoCAD SHX Text Beyer, Christopher R
AutoCAD SHX Text Gladden, Ryan L P.E.
AutoCAD SHX Text
ALWAYS THINK
RD 6815
R D
Jewett Valley Ditch
Exisiting 42" PNM Pipeline
00 21
+0
DHR2-22-13
DHR2-22-12
DHR2-22-10
TPR2-22-10
HDD Entry Pit
Kpc
Qtg
Qtg
Kpc
Qal
Qal
Qal
Qal
Qal
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Chris Beyer
D. Thornburg
Chris Beyer
Beyer, Christopher R.
Gladden, Ryan L P.E.
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
REFERENCE DRAWINGS
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
CL Reach 2 Pipeline
SHEET
D
C
B
A
D
C
B
A
B U
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EA
U O
F R
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LA
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A
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A ut oC A D
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C A D
F
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W G
LA
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S A V
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D A
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LA
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S A V
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B Y
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SURFACE GEOLOGY
FARMINGTON, NM
1695-529-60359
R
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A
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D A
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N M
EN
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AutoCAD SHX Text
SHEET - 2
AutoCAD SHX Text
SHEET - 4
AutoCAD SHX Text
ALWAYS THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
SHEET 2
SHEET 4
S A N JUAN R I V E R
Site 2-7TPR2-21-11
TPR2-22-13
TPR-22-12
DHR2-22-13
DHR2-22-15
TPR2-22-14
WELLDHR2-22-16
WELLDHR2-22-17
Kl
Qal
Kpc
Fill
Kpc
Qtg
Qal
Kpc
Kl
Fill
Qal
Qtg
Qtg
Qal
Qal Kl
Kl
Kpc
Kpc
Kpc
SH
EET 3
S H
EET 5
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
REFERENCE DRAWINGS
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
SHEET
D
C
B
A
D
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FARMINGTON, NM
1695-529-60360
SH
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S H
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AutoCAD SHX Text
RTE 362
AutoCAD SHX Text
NO NAME ROAD
AutoCAD SHX Text
NO NAME ROAD
AutoCAD SHX Text
RTE 362
AutoCAD SHX Text
NAVAJO NATION MUNICIPLE PIPELINE (NNMP)
AutoCAD SHX Text Jewett Valley Ditch
AutoCAD SHX Text Beyer, Christopher R.
AutoCAD SHX Text
D.THORNBURG
AutoCAD SHX Text Beyer, Christopher R.
AutoCAD SHX Text Beyer, Christopher R.
AutoCAD SHX Text Gladden, Ryan L P.E.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text Reach 2 Pipeline
AutoCAD SHX Text
ALWAYS THINK
RT
RT
E
RTE 362
RT
E
NO NAME ROAD
NO NAME ROAD
RTE
TPR2-21-15
TPR2-22-17
DHR2-22-18
TPR2-22-19
TPR2-22-18
TPR2-22-16
Kpc
Kpc
Kpc Kpc
Kpc
Qal
Kpc
Kpc
Kpc
Kpc
Qal Qal Qal
Qal
Qeo
Qal
Qal
Kpc
Kpc
00 22
00SH
EE
T
SH
EE
T
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
BEYER, CHRISTOPHER R
D. THORNBURG
GRAHAM, KRIS
Beyer, Christopher R
Gladden, Ryan L P.E.
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
REFERENCE DRAWINGS
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
CL Reach 2 Pipeline
SHEET
D
C
B
A
D
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B
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B U
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LA
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FARMINGTON, NM
1695-529-60361
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S H
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AutoCAD SHX Text
ALWAYS THINK
90 54
INDIAN SERVICE ROUTE 36
N 367
INDIAN SERVICE ROUTE 36
N 367
IN
D
IAN
SER
VIC
E R
O U
TE 36
Qal
Qal
Kpc
Kpc
Qal
Qeo
Qal
Qal
Kpc
DHR2-22-19
TPR2-22-20TPR2-22-1922
2288+83.30
S H
EE
T
San Juan Lateral Water Treatment Plant Regulationg Tank Site See drawing number 1695-529-60411.
DHMLT-23-1
DHMLT-23-2
DHMLT-23-3TPMLT-23-3
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
BEYER, CHRISTOPHER R
D THORNBURG
GRAHAM, KRIS
Beyer, Christopher R.
Gladden, Ryan L P.E.
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
REFERENCE DRAWINGS
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
CL Reach 2 Pipeline
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
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A
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FARMINGTON, NM
1695-529-60362
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D A
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S
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R A L
W A
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R T
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PL
A N
T R
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A N
K S
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S H
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5140 51
Site 2-5
DHR2-22-8
DHR2-22-9
Intermittent pond
2403+85.07
END HDD - EXIT PIT
Proposed HDD
2419+16.28
END HDD - ENTRY PIT
DHR2-24-37
DHR2-24-36
DHR2-24-35
Kpc
Qal Qal
Qal
Kpc
Kpc
Kpc Qtg
Qal
Embankment
2104+
2105+
DHR2-24-38
Proposed Reach 2 Pipeline
Proposed Reach 2 Pipeline
Qal
Qal
SHUMWAY HDD GEOLOGIC PROFILE
2399+00 2400+00 2405+00 2410+00 2415+00 2420+00 2424+00
D H
R 2-
-3
El ev
.5
Pr oj
R t.
0.
4'
T.D. 19.8'
15.2 SS
D H
R 2-
-3
El ev
.6
Pr oj
R t.
4.
6'
19.0 20.0 20.8 22.8 25.8 26.3 39.2 41.8 45.0 50.0 55.0
T.D. 60.0'
SS
CLSTN
SS/SLTSTN/CLSTN
SS
CLSTN
SS
SLTSTN
SS
SS/SLTSTN/CLSTN
SS/SLTSTN/CLSTN
SS
D H
R 2-
-3
El ev
.9
Pr oj
R t.
5.
2'
24.0 25.0 32.9 39.3 58.4
CLSTN
SS
CLSTN
SS
SLTSTN
SS/SLTSTN/CLSTN
T.D. 79.1'78.1
El ev
.9
Pr oj
R t.
1.
4'
D H
R 2-
-3
28.2 37.9 45.5 50.5 57.4
SS
CLST/SH/SS
SS
SS/CLST/SH
SS
T.D. 95.5'
D H
R 2-
-8
El ev
.9
Pr oj
Lt
.3
T.D. 40.0 SHALE
28.2
38.4 31.2
SHALE
SS
Qal Qal Qal
Qal Qal
Kpc Kpc Kpc
Kpc Kpc
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Feet 1:2400
4002000 100
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
REFERENCE DRAWINGS
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60433.
General Geologic Legend, Explanation and Notes......................................................1695-529-60340.
Location of Exploration Map.....................1695-529-60355.
SHEET
D
C
B
A
D
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B
A
B U
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S A N
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L A
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R A L
S H
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W A Y
W A S H
H
D D
GEOLOGIC PROFILE
FARMINGTON, NM
1695-529-60434
AutoCAD SHX Text
RD 6800
AutoCAD SHX Text Exisiting 42" PNM Pipeline
AutoCAD SHX Text Shumway
AutoCAD SHX Text Arroyo
AutoCAD SHX Text Farmers
AutoCAD SHX Text Mutual Ditch
AutoCAD SHX Text Proposed HDD
AutoCAD SHX Text Proposed Reach 2 Pipeline
AutoCAD SHX Text Proposed Reach 2 Pipeline
AutoCAD SHX Text Beyer, Christopher
AutoCAD SHX Text D. Thornburg
AutoCAD SHX Text Kris Graham
AutoCAD SHX Text Beyer, Christopher
AutoCAD SHX Text Gladden, Ryan L.
AutoCAD SHX Text
ALWAYS THINK
H
R 2-
-7
El ev
.6
Pr oj
R t
.4
T.D. 40.0
12.1
SS
SHALE
24.2 25.3 38.5 39.6
1.0
SS
SHALE
SHALE
CL
EL
EV
A
TI
O N
STATION
FARMERS MUTUAL DITCH - JACK AND BORE
GEOLOGIC PROFILE
2094+00 2096+00 2098+00 2100+00 2101+00
D H
R 2-
-8
El ev
.9
Pr oj
R t
.2
4'
T.D. 40.0
28.2 g(CL)s
SC
31.2 38.5
27.5
SS
SHALE
SHALE
SM
22.7
19.3SM
Qal
Kpc
DHR2-21-8
DHR2-21-72094+
2097+
2098+
2099+
2100+
2101+
2102+
2103+
2104+
ROAD 6800
FA
RM
ER
S
MUTUAL
DITCH
Qal
Kpc
Kpc
Qal
Qal
QalEmbankment
Qal
Qal
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
CHRIS BEYER
D. THORNBURG
CHRIS BEYER
Beyer, Christopher R
Gladden, Ryan L P.E.
Deputy Construction Engineer
0 100'50'
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328
3. Contour interval is 2 feet.
GENERAL NOTES
General Map..........................................1695-529-60351.
Location Map.........................................1695-529-60352.
Location of Exploration Map.....................1695-529-60355.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
Surface Geology...............................1695-529-60357 thru 1695-529-60362.
REFERENCE DRAWINGS
FARMERS MUTUAL DITCH - JACK AND BORE
PLAN VIEW
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 1-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
FARMERS MUTUAL DITCH
HDD GEOLOGIC PROFILE
FARMINGTON, NM
1695-529-60389
2023-01-31
AutoCAD SHX Text
HORIZONTAL SCALE 1:50
AutoCAD SHX Text
VERTICAL SCALE 1:1
AutoCAD SHX Text
ALWAYS THINK
R
EA
C H
ACCESS ROAD
Morgan Lake Tank
ACCESS GATE
EDGE OF GRAVEL
SURFACING
REACH 3
Future Tank
TPMLT-23-1
TPMLT-23-3
TPMLT-23-2
Qal
Qal
DHMLT-23-1
DHMLT-23-2
DHMLT-23-3 DHMLT-23-4
DHMLT-23-5
DHMLT-23-6
A A'
C
B D
E
E'
C'
D 'B'
N56° 33' 31.37"W
N77° 14' 12.50"E
N 4° 34' 51.01"E
N
' 3 6.
"E
N81° 38' 15.36"W
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
S A N
J U
A N
L A
TE
R A L
B
LO
C K
S A N
J U
A N
L A
TE
R A L
W A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
SURFACE GEOLOGY,
LOCATION OF
EXPLORATION &
LOCATION OF GEOLOGIC
SECTIONS
FARMINGTON, NM
1695-529-60411
0 20' 40'10'
Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328.
Contour interval is 2 feet.
GENERAL NOTES
General Map see drawing 1695-529-60418
For Location Map see drawing 1695-529-60419
For Geologic Sections A-A' & B-B' see drawing 1695-529-60424
For Geologic Sections C-C, D-D and E-E' see drawing 1695-529-60425
For General Geologic Legend,Explanation,and Notes see drawing 1695-529-60426
REFERENCE DRAWINGS
Description
DHMLT-23-1
DHMLT-23-2
DHMLT-23-3
DHMLT-23-4
DHMLT-23-5
DHMLT-23-6
Northing
2081411.67
2081430.59
2081397.96
2081412.88
2081445.48
2081435.64
Easting
2538489.07
2538444.68
2538444.49
2538367.07
2538376.06
2538337.95
Longitude
W108° 27' 47.51"
W108° 27' 48.06"
W108° 27' 48.06"
W108° 27' 49.01"
W108° 27' 48.90"
W108° 27' 49.37"
Latitude
N36° 43' 06.16"
N36° 43' 06.34"
N36° 43' 06.02"
N36° 43' 06.16"
N36° 43' 06.48"
N36° 43' 06.38"
Longitude (DEC DEG)
W108.46319741
W108.46334931
W108.46334922
W108.46361369
W108.46358375
W108.46371356
Latitude (DEC DEG)
N36.71837655
N36.71842772
N36.71833807
N36.71837768
N36.71846739
N36.71843965
Description
TPMLT-23-1
TPMLT-23-2
TPMLT-23-3
Northing
2081437.95
2081428.80
2081414.29
Easting
2538294.44
2538370.73
2538466.88
Longitude
W108° 27' 49.90"
W108° 27' 48.97"
W108° 27' 47.78"
Latitude
N36° 43' 06.40"
N36° 43' 06.32"
N36° 43' 06.18"
Longitude (DEC DEG)
W108.46386204
W108.46360156
W108.46327318
Latitude (DEC DEG)
N36.71844523
N36.71842145
N36.71838334
DRILL HOLE LOCATION TABLE
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
GEOLOGY
BEYER, CHRISTOPHER
D. THORNBURG
GRAHAM, KRIS
Beyer, Christopher R.
Gladden, Ryan L P.E.
C
A N
G
ED
T
IT
LE
B
LO
C K F
R O
M M
O R G
A N
L A K E
TA
N
K S
IT
E
TO
S
A N
J U
A N
L A
TE
R A L
W A
TE
R
TR
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
TEST PIT LOCATION TABLE
AutoCAD SHX Text
REACH 2
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text
REACH 3
AutoCAD SHX Text
ALWAYS THINK
EL
EV
A
TI
O N
DISTANCE IN FEET
GEOLOGIC SECTION A-A'
000 100 200 250
EL
EV
A
TI
O N
DISTANCE IN FEET
GEOLOGIC SECTION B-B'
000 100
A A' B B'
N4° 34' 51.01"EN81° 38' 15.36"W
TD 31.0'
SS
TD 50.0'
SM
CLSTN
SS
40.6
41.6
SS
TD 35.0'
CLSTN10.7
10.8
TD 50.0'
7.1
SS
SS
TD 49.5'
SM
38.0
TD 35.0'
(SP-SM)
CLSTN
SS
10.7 10.8
SS
SS
12.0
40.6 41.6
SS
TD 50.0'
7.1
SM
SS
2.8
5.4
D H
M
LT
-2 3-
El ev
.5
Pr oj
Lt
1.
D H
M
LT
-2 3-
El ev
.7
Pr oj
Lt
.5 6'
D H
M
LT
-2 3-
El ev
.3
Pr oj
R t.
.2
1"
D H
M
LT
-2 3-
El ev
.2
Pr oj
R t.
0.
Original ground surface
Qal
Kpc
Qal
Kpc
5.4 4.1SS SM
4.8 4.6
D H
M
LT
-2 3-
El ev
.7
Pr oj
Lt
1.
D H
M
LT
-2 3-
El ev
.5
Pr oj
R t.
8.
D H
M
LT
-2 3-
El ev
.3
Pr oj
Lt
.8 1'
D H
M
LT
-2 3-
El ev
.2
Pr oj
Lt
8.
D H
M
LT
-2 3-
El ev
.7
Pr oj
R t.
4.
D H
M
LT
-2 3-
El ev
.4
Pr oj
Lt
3.
Original ground surface
12.0
SS/CLSTN
14.3
SS/CLSTN
(SP-SM)
2.8SM
SM
SS
SS
12.0
CLSTN
SSSS/CLSTN
SS
TD 50.0'
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.0
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.7
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.7
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.7
Pr oj
Lt
.2
TD 50.0'
TD 31.0'
SS/CLSTN
SM
4.1
SM
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
¦D_DT¦
¦STATUS¦
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
S A N
J U
A N
L A
TE
R A L
B
LO
C K
S A N
J U
A N
L A
TE
R A L
W A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
GEOLOGIC SECTIONS
A-A' AND B-B'
FARMINGTON, NM
1695-529-60424
Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328.
GENERAL NOTES
REFERENCE DRAWINGS
HORIZONTAL SCALE 1"=20'
VERTICAL SCALE 1"=10'
General Map see drawing 1695-529-60418
For Location Map see drawing 1695-529-60419
For Surface Geology, Location of Exploration and Location of Geologic Sections see drawing 1695-529-60411
For Geologic Sections C-C, D-D and E-E' see drawing 1695-529-60425
For General Geologic Legend,Explanation,and Notes see drawing 1695-529-60426
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
GEOLOGY
BEYER, CHRISTOPHER
D. THORNBURG
GRAHAM, KRIS
Beyer, Christopher R.
Gladden, Ryan L P.E.
R
EV
N O 1
A N
G
ES
T
IT
LE
B
LO
C K F
R O
M M
O R G
A N
L A K E
TA
N
K S
IT
E
TO
S
A N
J U
A N
L A
TE
R A L
W A
TE
R
TR
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
AutoCAD SHX Text
ALWAYS THINK
EL
EV
A
TI
O N
DISTANCE IN FEET
GEOLOGIC SECTION C-C'
000 100 200
EL
EV
A
TI
O N
DISTANCE IN FEET
GEOLOGIC SECTION D-D'
000 100
EL
EV
A
TI
O N
DISTANCE IN FEET
GEOLOGIC SECTION E-E'
000 100 200
C C' D D'
E E'
N11° 39' 36.53"EN56° 33' 31.37"W
N77° 14' 12.50"E
TD 31.0'
SM
SS/CLSTN
SS
12.0
TD 35.0'
(SP-SM)
CLSTN
SS
10.7 10.8
SS 4.1
TD 50.0'
SM
CLSTN
SS
40.6 41.6
SS
4.8
SM
SS/CLSTN
12.0
SS
14.3
SS
TD 50.0' TD 50.0'
7.1
SM
SS
TD 49.5'
4.6
SM
SS
38.0
SS/CLSTN
SM
12.0
SS
14.3
SS
TD 50.0' TD 49.5'
SM
SS
SS/CLSTN
7.1
SM
SS
D H
M
LT
-2 3-
El ev
.7
Pr oj
Lt
.8 8'
D H
M
LT
-2 3-
El ev
.5
Pr oj
R t.
.1
4'
D H
M
LT
-2 3-
El ev
.3
Pr oj
Lt
.2 0'
D H
M
LT
-2 3-
El ev
.7
Pr oj
R t.
6.
D H
M
LT
-2 3-
El ev
.2
Pr oj
R t.
.1
9'
D H
M
LT
-2 3-
El ev
.4 P ro j.
R t.
3.
SS
TD 50.0'
SM
SS
SS
(SP-SM)
10.7 10.8
TD 50.0'
4.8
SM
SS
12.0
27.0
SS
14.3
TD 50.0'
4.6
38.0
Original ground surface
4.8 4.6
SS/CLSTN
38.0
TD 50.0'
D H
M
LT
-2 3-
El ev
.7
Pr oj
Lt
1.
D H
M
LT
-2 3-
El ev
.4
Pr oj
R t.
1.
D H
M
LT
-2 3-
El ev
.2
Pr oj
Lt
4.
Original ground surface
D H
M
LT
-2 3-
El ev
.7
Pr oj
R t.
5.
D H
M
LT
-2 3-
El ev
.3
Pr oj
R t.
.3
0'
D H
M
LT
-2 3-
El ev
.5
Pr oj
R t.
9.
Original ground surface
D H
M
LT
-2 3-
El ev
.2
Pr oj
Lt
.3 8'
D H
M
LT
-2 3-
El ev
.7
Pr oj
R t.
.4
2'
D H
M
LT
-2 3-
El ev
.4
Pr oj
Lt
.2 0'
5.4
SM
SS/CLSTN
12.0
4.1
2.8
SS
CLSTN
SS
TD 35.0'
CLSTN 40.6
41.6
TD 31.0'
TD 49.5'
SS
7.1
SM
SS/CLSTN
SS
SS
SM
SS/CLSTN
Kpc
Qal
Kpc
Qal
Kpc
Qal
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.0
Pr oj
Lt
.8
3.0
SM
SS
TP
M
LT
-2
3-
El ev
.7
Pr oj
R t.
1.
0'
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.7
Pr oj
R t.
5.
4'
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.7
NOTE: TPMLT-23-2 IS
LOCATED AT THE SAME
STATIONING AS DHMLT-23-6
WITH NO OFFSET FROM
ALIGNMENT.
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.0
Pr oj
R t.
8.
1'
3.0
TD 4.6'
SM
SS
TP
M
LT
-2
3-
El ev
.7
Pr oj
Lt
.3
3.0
TP
M
LT
-2
3-
El ev
.7
Pr oj
Lt
7.
1'
5.4
2.8
TD 4.6'
SS
SM
TD 4.6'
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
¦D_DT¦
¦STATUS¦
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
S A N
J U
A N
L A
TE
R A L
B
LO
C K
S A N
J U
A N
L A
TE
R A L
W A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
GEOLOGIC SECTIONS
C-C', D-D', AND E-E'
FARMINGTON, NM
1695-529-60425
GENERAL NOTES
REFERENCE DRAWINGS
HORIZONTAL SCALE 1"=20'
VERTICAL SCALE 1"=10'
General Map see drawing 1695-529-60418
For Location Map see drawing 1695-529-60419
For Surface Geology, Location of Exploration and Location of Geologic Sections see drawing 1695-529-60411
For Geologic Sections A-A' and B-B' see drawing 1695-529-60424
For General Geologic Legend,Explanation,and Notes see drawing 1695-529-60426
Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328. DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
GEOLOGY
BEYER, CHRISTOPHER
D. THORNBURG
GRAHAM, KRIS
Beyer, Christopher R.
Gladden, Ryan L.
R
EV
N O 1
A N
G
ES
T
IT
LE
B
LO
C K F
R O
M M
O R G
A N
L A K E
TA
N
K S
IT
E
TO
S
A N
J U
A N
L A
TE
R A L
W A
TE
R
TR
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
AutoCAD SHX Text
ALWAYS THINK
C H A C O R I V E R
NAPI Turnout
S A N J U A N R
I V E R
Pumping Plant (1)
COLORADO
MEXICO
A R
IZ
O N
A
O K
LA
H O
M A
TEX
A S
Dona Ana
Los Alamos Mora
Taos
Sierra
Sandoval
Lincoln
Union
Valencia Curry
Hidalgo
Chaves
De Baca
Grant
Santa Fe San Miguel
Cibola
Socorro Catron
Eddy
Harding
Rio Arriba
Guadalupe
Quay Bernalillo
Roosevelt
Otero
Luna
Lea
Torrance
Colfax
NEW MEXICO
McKinley
San Juan
NAPI Turnout
Exisiting 42" PNM Pipeline
Pumping Plant (1)
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
S A N
J U
A N
L A
TE
R A L
R
EA
C H
P
N M
A
LT
ER
N
A
TI
V E
LOCATION MAP
FARMINGTON, NM
1695-529-60352
2023-02-01
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
D. Thornburg
D. Thornburg
Chris Beyer
Beyer, Christopher R
Gladden, Ryan L P.E.
VICINITY MAP
LOCATION MAP
Vicinity Map Area
Location Map Area
Reach 3
Reach 4A
S a n J u a n R i v e r
KEY MAP
San Juan Lateral Water Treatment Plant NNMP
San Juan River Intake (Reach 1)
1. Coordinates based on New Mexico State Plane West Zone, feet.
(NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328.
GENERAL NOTES
General Map............................................................1695-529-60351 Surface Geology............................................1695-529-60357-60362 Location of Exploration.............................................1695-529-60355 General Geologic Legend, Explanation, and Notes........1695-529-60340
REFERENCE DRAWINGS
Reach 2
Reach 3
Reach 2
Navajo Nation Municipal Pipeline
Navajo Nation Municipal Pipeline
SHIPROCK 2.2 Miles
FARMINGTON6.5 Miles
)ranN CKee
:iOOeWWR ReVervRir
Existing PNM Pipeline
Shumway Wash HDD
Shumway Wash HDD
San Juan Lateral Water Treatment Plant Regulating Tank Site
San Juan Lateral Water Treatment Plant Regulating Tank Site
)ranN CKee
:iOOeWWR ReVervRir
R
EV
N O 1
-0 3-
B ey er
C hr is to ph er
R
U
PD
A
TE
D A
LI
G
N M
EN
T
A N
D N
EA
R B Y
FE
A
TU
R
ES
Feet 0 5280 10560
Feet
0 1320 2640
S H
IG
H
W A Y 64
INDIAN SERVICE ROUTE 36N 367
IN
D
IAN
SERVIC
E RO
U
TE 36
N 367
RD 6815
R D
RT
E
RTE 362
RD 6800
RD 6800
J u a n
S a n
R i v e r
)R$1. &+(( :,//(772 '$0 R(S(R92,R
NO NAME ROAD
TP
R2-
-5
TP
R2-
-1
TP
R2-
-1
TP
R-2
2-
DHR2-
-1
DHR2-
-1
DHR2-
-1
DHR2-
-1
DHR2-
-1
DHR2-
-1
DHR2-
-8
DHR2-
-1
TP
R2-
-1
TP
R2-
-4
TP
R2-
-2
TP
R2-
-2
0TP
R2-
-1
TP
R2-
-1
8TP
R2-
-1
TP
R2-
-1
DHR2-
-9
DHR2-
-4
DHR2-
-3
DHR2-
-2
OW
R2-
-1
OW
R2-
-1
DHR2-
-3
DHR2-
-3
3OWR2-23-21
PWR2-23-1
OWR2-23-22
DHR2-
-3
DHR2-
-3
DHR2-
-3
DHR2-
-3
TPR2-23-24
TP
R2-
-2
TPR2-23-22
DRILL HOLE Point Table
TEST PIT Point Table
DRILL HOLE Point Table
Description
DHR2-22-1
DHR2-22-2
DHR2-22-3
DHR2-22-4
DHR2-22-8
DHR2-22-9
DHR2-22-10
DHR2-22-12
DHR2-22-13
DHR2-22-15
DHR2-22-18
DHR2-22-19
OWR2-22-16
OWR2-22-17
Northing
2104541.06
2100979.33
2100550.85
2099864.28
2097348.74
2096759.29
2096310.14
2093768.27
2090908.63
2090491.70
2086760.03
2082528.18
2090009.86
2089796.70
Easting
2544828.18
2542943.10
2542966.29
2542934.78
2542728.26
2542803.54
2543107.81
2543007.10
2543463.69
2543056.35
2539997.84
2538924.19
2542892.49
2542846.16
Longitude
W108° 26' 31.46"
W108° 26' 54.35"
W108° 26' 54.03"
W108° 26' 54.36"
W108° 26' 56.70"
W108° 26' 55.73"
W108° 26' 51.95"
W108° 26' 52.99"
W108° 26' 47.16"
W108° 26' 52.13"
W108° 27' 29.41"
W108° 27' 42.26"
W108° 26' 54.10"
W108° 26' 54.66"
Latitude
N36° 46' 55.27"
N36° 46' 19.93"
N36° 46' 15.69"
N36° 46' 08.90"
N36° 45' 44.02"
N36° 45' 38.19"
N36° 45' 33.77"
N36° 45' 08.63"
N36° 44' 40.38"
N36° 44' 36.23"
N36° 43' 59.14"
N36° 43' 17.22"
N36° 44' 31.46"
N36° 44' 29.35"
Longitude (DEC DEG)
W108.44207118
W108.44842986
W108.44834128
W108.44843382
W108.44908364
W108.44881371
W108.44776517
W108.44805327
W108.44643228
W108.44781341
W108.45816879
W108.46173785
W108.44836206
W108.44851551
Latitude (DEC DEG)
N36.78201839
N36.77220234
N36.77102585
N36.76913951
N36.76222648
N36.76060876
N36.75938047
N36.75239696
N36.74455045
N36.74339811
N36.73309399
N36.72145112
N36.74207175
N36.74148545
Description
DHR2-23-33
DHR2-23-34
DHR2-24-35
DHR2-24-36
DHR2-24-37
DHR2-24-38
OWR2-23-21
OWR2-23-22
PWR2-23-1
Northing
2103773.26
2103678.76
2099001.53
2098798.60
2098285.01
2097848.79
2105524.24
2105631.50
2105565.38
Easting
2544923.53
2544868.29
2542863.23
2542853.59
2542805.92
2542805.13
2544676.27
2544629.92
2544652.17
Longitude
W108° 26' 30.22"
W108° 26' 30.90"
W108° 26' 55.17"
W108° 26' 55.28"
W108° 26' 55.82"
W108° 26' 55.80"
W108° 26' 33.40"
W108° 26' 33.98"
W108° 26' 33.70"
Latitude
N36° 46' 47.68"
N36° 46' 46.74"
N36° 46' 00.37"
N36° 45' 58.36"
N36° 45' 53.28"
N36° 45' 48.96"
N36° 47' 04.98"
N36° 47' 06.04"
N36° 47' 05.38"
Longitude (DEC DEG)
W108.44172892
W108.44191547
W108.44865915
W108.44868762
W108.44883907
W108.44883219
W108.44261126
W108.44277189
W108.44269446
Latitude (DEC DEG)
N36.77991116
N36.77965061
N36.76676855
N36.76621099
N36.76479948
N36.76360131
N36.78471621
N36.78501002
N36.78482878
Description
TPR-22-12
TPR2-22-2
TPR2-22-4
TPR2-22-5
TPR2-22-10
TPR2-22-13
TPR2-22-14
TPR2-22-16
TPR2-22-17
TPR2-22-18
TPR2-22-19
TPR2-22-20
Northing
2089269.82
2102742.64
2101229.88
2100225.77
2092519.40
2089143.60
2089032.00
2086955.89
2085802.29
2084507.34
2083523.84
2081704.72
Easting
2542018.61
2544271.15
2543120.37
2542966.96
2543840.65
2541859.41
2541623.29
2540138.24
2539708.33
2539521.94
2539294.14
2538678.55
Longitude
W108° 27' 04.78"
W108° 26' 38.16"
W108° 26' 52.19"
W108° 26' 53.99"
W108° 26' 42.65"
W108° 27' 06.73"
W108° 27' 09.62"
W108° 27' 27.70"
W108° 27' 32.89"
W108° 27' 35.07"
W108° 27' 37.79"
W108° 27' 45.21"
Latitude
N36° 44' 24.09"
N36° 46' 37.45"
N36° 46' 22.42"
N36° 46' 12.48"
N36° 44' 56.33"
N36° 44' 22.83"
N36° 44' 21.71"
N36° 44' 01.08"
N36° 43' 49.65"
N36° 43' 36.83"
N36° 43' 27.09"
N36° 43' 09.07"
Longitude (DEC DEG)
W108.45132823
W108.44393404
W108.44783012
W108.44833189
W108.44518084
W108.45186874
W108.45267209
W108.45769401
W108.45913538
W108.45974251
W108.46049785
W108.46255751
Latitude (DEC DEG)
N36.74002364
N36.77706895
N36.77289364
N36.77013296
N36.74898138
N36.73967412
N36.73936341
N36.73363449
N36.73045819
N36.72689801
N36.72419255
N36.71918488
Description
TPR2-23-22
TPR2-23-23
TPR2-23-24
Northing
2104789.90
2105305.60
2105883.84
Easting
2544584.37
2544705.17
2544541.43
Longitude
W108° 26' 34.47"
W108° 26' 33.03"
W108° 26' 35.09"
Latitude
N36° 46' 57.71"
N36° 47' 02.82"
N36° 47' 08.53"
Longitude (DEC DEG)
W108.44290911
W108.44250782
W108.44307955
Latitude (DEC DEG)
N36.78269760
N36.78411617
N36.78570154
TEST PIT Point Table
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
S A N
J U
A N
L A
TE
R A L
R
EA
C H
P
N M
A
LT
ER
N
A
TI
V E
LOCATION OF
EXPLORATION
FARMINGTON, NM
1695-529-60355
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Beyer, Christopher
D. Thornburg
Chris Beyer
Beyer, Christopher R.
Gladden, Ryan L P.E.
1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328.
GENERAL NOTES
General Map...........................................1695-529-60351.
Location Map..........................................1695-529-60352.
General Geologic Legend, Explanation and Notes....................................................1695-529-60340.
Surface Geology...............................1695-529-60357 thru 1695-529-60362.
REFERENCE DRAWINGS
0 1000' 2000'
R
EV
N O 1
D
ED
S U
R V
EY
L O
C A
TI
O N
S O
F A D
D
IT
IO
N
A L
EX
PL
O R A
TI
O N
R
EV
IS
ED
A
LI
G N
M
EN
T
LO
C A
TI
O N
R
EM
O V
ED
A N
Y
0'
O
FF
S
ET
AutoCAD SHX Text (Explorations within 200 feet of latest alignment and Included on Geologic Design Data Report, San Juan Lateral Reaches 2 and 3 San Juan Generating Station Alignment. February 2023)
AutoCAD SHX Text (Explorations within 200 feet of latest alignment and Included on Geologic Design Data Report, San Juan Lateral Reaches 2 and 3 San Juan Generating Station Alignment. February 2023)
AutoCAD SHX Text (Post Geologic Design Data Report, San Juan Lateral Reaches 2 and 3 San Juan Generating Station Alignment February 2023.)
(Post Geologic Design Data Report, San Juan Lateral Reaches 2 and 3 San Juan Generating Station Alignment February 2023.)
NAPI Turnout
C H A C O R I V E R
O
G
B
K
Pumping Plant (1)
COLORADO
MEXICO
A R
IZ
O N
A
O K
LA
H O
M A
TEX
A S
Dona Ana
Los Alamos Mora
Taos
Sierra
Sandoval
Lincoln
Union
Valencia Curry
Hidalgo
Chaves
De Baca
Grant
Santa Fe San Miguel
Cibola
Socorro Catron
Eddy
Harding
Rio Arriba
Guadalupe
Quay Bernalillo
Roosevelt
Otero
Luna
Lea
Torrance
Colfax
NEW MEXICO
McKinley
San Juan
NAPI Turnout
C H A C O R I V E R
LOCATION MAP
Vicinity Map Area
KEY MAP
Navajo Nation Municipal Pipeline
NNMP
GENERAL NOTES
General Map...........................................................1695-529-60351 Location of Exploration.............................................1695-529-60354 Surface Geology............................................1695-529-60363-60371 General Geologic Legend Explanation, and Notes.........1695-529-60340
REFERENCE DRAWINGS
Reach 3
Feet 0 4000 8000
San Juan Lateral Water Treatment Plant
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
X
D.Thornburg
X
Beyer, Christopher R
Gladden, Ryan L P.E.
Deputy Construction Engineer
Location Map Area
Reach 4A
San Juan Lateral Water Treatment Plant
NNMP
San Juan River Intake (Reach 1)
Reach 2
Reach 2
VICINITY MAP
Feet 0 8000 16000
1. Coordinates based on New Mexico State Plane West Zone, feet.
(NAD83).
2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999713762328.
ROUTE 36
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6WDWLRQ RHVHUYRLU
6KLSURFN
Reach 3
Existing PNM Pipeline
NAVAJONATION MUNICIPLE PIPELINE
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-5
-6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D
TH
O R N
B U
R G
1695-529-60353
AutoCAD SHX Text
ALWAYS THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
NAVAJO-GALLUP WATER SUPPLY PROJECT
AutoCAD SHX Text
NEW MEXICO
AutoCAD SHX Text
SAN JUAN LATERAL
AutoCAD SHX Text
REACH 3 PNM ALTERNATIVE
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
FARMINGTON, NM
AutoCAD SHX Text 2023-02-01
DHR3-21-1
DHR3-21-2
DHR3-21-1
DHR3-21-1
DHR3-21-5
DHR3-21-13DHR3-21-12DHR3-21-11
DHR3-21-10
DHR3-21-9
DHR3-21-4A
DHR3-21-3A
DHR3-21-6DHR3-21-7DHR3-21-8
TPR3-21-27
TPR3-21-28
TPR3-21-29
TPR3-21-30TPR3-21-31
TPR3-21-32
TPR3-21-33
TPR3-21-34
TPR3-21-1TPR3-21-2
TPR3-21-3TPR3-21-4TPR3-21-5TPR3-21-6TPR3-21-7
TPR3-21-8
TPR3-21-9
TPR3-21-10
TPR3-21-11
TPR3-21-12
TPR3-21-13
TPR3-21-14
TPR3-21-15
TPR3-21-16
TPR3-21-17
TPR3-21-18
TPR3-21-19
TPR3-21-21
TPR3-21-23
TPR3-21-24TPR3-21-25
TPR3-21-26
TPR3-21-22
NAPI Turnout
TEST PIT Point Table
Description
TPR3-21-1
TPR3-21-2
TPR3-21-3
TPR3-21-4
TPR3-21-5
TPR3-21-6
TPR3-21-7
TPR3-21-8
TPR3-21-9
TPR3-21-10
TPR3-21-11
TPR3-21-12
TPR3-21-13
TPR3-21-14
TPR3-21-15
TPR3-21-16
TPR3-21-17
TPR3-21-18
TPR3-21-19
TPR3-21-21
TPR3-21-22
TPR3-21-23
TPR3-21-24
TPR3-21-25
TPR3-21-26
TPR3-21-27
Northing 2081523.86
2081652.34
2081791.98
2081905.64
2082024.36
2082048.50
2081963.30
2082110.11
2082839.32
2083122.70
2083364.21
2082640.55
2081881.79
2081116.24
2080422.55
2079300.66
2078384.43
2077824.82
2076731.12
2075484.82
2075238.13
2074118.93
2073541.41
2073661.35
2073934.49
2074464.23
Easting 2537080.36
2536046.54
2534934.48
2534035.72
2533022.17
2532045.49
2531156.93
2530003.16
2528958.62
2527714.24
2526801.80
2525369.74
2524662.89
2524059.75
2523504.88
2521463.54
2520518.49
2519405.77
2517499.32
2516371.41
2515459.33
2513800.02
2512924.04
2511965.47
2510897.84
2509090.64
Longitude W108° 28' 04.88"
W108° 28' 17.59"
W108° 28' 31.26"
W108° 28' 42.31"
W108° 28' 54.77"
W108° 29' 06.77"
W108° 29' 17.68"
W108° 29' 31.86"
W108° 29' 44.75"
W108° 30' 00.06"
W108° 30' 11.29"
W108° 30' 28.82"
W108° 30' 37.43"
W108° 30' 44.77"
W108° 30' 51.53"
W108° 31' 16.50"
W108° 31' 28.03"
W108° 31' 41.64"
W108° 32' 04.96"
W108° 32' 18.69"
W108° 32' 29.87"
W108° 32' 50.15"
W108° 33' 00.85"
W108° 33' 12.63"
W108° 33' 25.76"
W108° 33' 48.00"
Latitude N36° 43' 07.13"
N36° 43' 08.33"
N36° 43' 09.64"
N36° 43' 10.71"
N36° 43' 11.81"
N36° 43' 11.98"
N36° 43' 11.08"
N36° 43' 12.46"
N36° 43' 19.60"
N36° 43' 22.31"
N36° 43' 24.64"
N36° 43' 17.38"
N36° 43' 09.83"
N36° 43' 02.22"
N36° 42' 55.32"
N36° 42' 44.08"
N36° 42' 34.96"
N36° 42' 29.34"
N36° 42' 18.39"
N36° 42' 05.99"
N36° 42' 03.48"
N36° 41' 52.29"
N36° 41' 46.52"
N36° 41' 47.63"
N36° 41' 50.25"
N36° 41' 55.36"
Longitude (DEC DEG) W108.46802344
W108.47155354
W108.47535091
W108.47841992
W108.48188075
W108.48521361
W108.48824328
W108.49218319
W108.49576424
W108.50001671
W108.50313568
W108.50800451
W108.51039793
W108.51243723
W108.51431346
W108.52125031
W108.52445180
W108.52823386
W108.53471005
W108.53852627
W108.54163116
W108.54726260
W108.55023571
W108.55350823
W108.55715672
W108.56333447
Latitude (DEC DEG) N36.71864765
N36.71898166
N36.71934481
N36.71964043
N36.71994771
N36.71999583
N36.71974517
N36.72012668
N36.72210979
N36.72286446
N36.72351032
N36.72149508
N36.71939731
N36.71728287
N36.71536674
N36.71224525
N36.70970998
N36.70815083
N36.70510866
N36.70166278
N36.70096675
N36.69785887
N36.69625467
N36.69656439
N36.69729251
N36.69870989
TEST PIT Point Table
Description
TPR3-21-28
TPR3-21-29
TPR3-21-30
TPR3-21-31
TPR3-21-32
TPR3-21-33
TPR3-21-34
Northing 2075273.87
2075549.42
2075703.53
2075774.68
2076027.43
2076289.98
2076561.67
Easting 2506191.82
2505235.46
2504225.64
2503252.18
2502265.83
2501312.01
2500338.62
Longitude W108° 34' 23.68"
W108° 34' 35.45"
W108° 34' 47.86"
W108° 34' 59.82"
W108° 35' 11.96"
W108° 35' 23.70"
W108° 35' 35.67"
Lati…
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