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VICINITY MAP
NPM G35 496 PAD
LOCATED IN:
sEcTloNs 26 & 35, T4S, R96W, 6th P.M
GARFIELD COUNTY, COLORADO
85 South 200 East
Vernal, UT 84078
O: 435.789.1017
urrrv.uintah group.com
. SINCE 1964 -
WYOMING NEBRASKA
MOFFAT LARIMER LOGAN
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PROJECT
LOCATION ROUll IIIORGAN
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BINT PROTIERS
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STATE OF COLORADO
SOURCE: 30x60 TOPOGRAPHIC MAP, GRAND JUNCTION & DOUGLAS PASS, CO (U.S.c,S,, 1981)
0' 5,000' 10,000'
1" = 10,000'
SCALE
LATITUDE: 39' 39'40.63" N
LONGITUDE¡ lO8' 08'06.92" W
(ilAD 83)
PROPOSED LOCATION¡
NPM G35 496 PAD
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REV DATE BY REVTSIONS
SCALE: ASSHOWN
DRAWN BY: SLW
DATE DRAWN;09-30-2021
UELSFILENO.: C-7067
PROJ.NO; CAE0I-le-0062
VICINITY MAP
SHEET
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NOT TO SCALE
OKLAHOMA
SCALE: 1" = 10,000'
OWNER INFORTIATIOil:
PARCEL * 15172740001
CAERUS PICEAI{CE LLC
SGU T23 496 PAD
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PROPOSED LOGATIONT
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PROPOSED LOCATION:
NPM G35 496 PAD
LOGATION:
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These plans may not identify all ufility lines!
Utility lines within the vicinity of this proposal
must be identified prior to construction.NPIUI G35 ¿96 PAD
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REV DATE BY REVISTONS
SCALE: l"-1,000'
DRAWNBY: SLW
DATE DRAWN:09-30-2021
UELSFILENO.: C - 7 0 6 7
PROJ. NO: CAEoI-19-0062
SITE PLAN
SHEET
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SUPPORT GORRIDOR
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A L
EROSION CONTROL NOTES
GENERAL NOTES
BMP DETAILS ARE PROVIDED IN APPENDIX E OF THE CAERUS OILAND GAS LLC, MASTER STORMWATER MANAGEMENT PLAN. THE REQUIREMENTS STATED IN CAERUS'S MASTER PLAN SHALL
OVERRULE ANY CONFLICTING REQUIREMENTS STATED BELOW.
1. AT ALL TIMES DUR]NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR MAINTAINING THE EROSION CONTROL FACILITIES SHOWN.
2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTEDED, ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED UPON INSPECTION OF THE PROPOSED FACILITIES.
3. ALLAREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED WITH NATIVE VEGETATOIN.
4. DUST CONTROL MEASURES SHOULD FOLLOW LOCAL AND STATE ORDINANCES FOR COMPLIANCE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (WATTLE ROLL, TRENCH BREAKERS, ETC.) DUE TO GRADE CHANGES DURtNc THE
DEVELOPMENT OF THE PROJECT.
6. THE CONTRACTOR SHOULD LIMIT THE AMOUNT OF SOIL EXPOSED AND THE TIME.FRAME IT IS EXPOSED THROUGH PHASING.
7. THE CONTRACTOR SHOULD KEEP THE WORK ZONE AS NARROW AS POSSIBLE
8. THE CONTRACTOR SHOULD AVOID WORKING IN SEASONS WHEN HISTORICAL WEATHER PATTERNS INDICATE THE MOST PRECIPITATION.
9. EXISTING WELL PADS TO BE USED AS STAGING AREAS DURING CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE USED ON EXISTING WELL PADS. CONTRACTOR SHOULD
KEEP AREAS OF ENTEFI/EXIT TO A MINIMUM.
10. ALL MEASURES CONTAINED IN THIS PLAN SHALL BE MAINTAINED IN FULL FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A O.2s.INCH RAINFALL EVENT. ANY
NEEDED CLEANING AND REPAIRS NEED TO BE DONE WITHIN 7 DAYS OF DISCOVERY.
11. PRE-CONSTRUCTION, CONSTRUCTION AND POST.CONSTRUCTION SHEETS NEED TO BE UPDATED IF BMP'S ARE CHANGED.
12. POST-CONSTRUCTION CONTOURS NEED TO BE THE SAME AS PRE.CONSTRUCTION CONTOURS.
13. ALL BMP'S NEED TO BE MAINTAINED THROUGHOUT CONSTRUCTION AND UPDATED AS NECESSARY.
14. DURING CONSTRUCTION CONTRACTOR NEEDS TO MINIMIZE THE SIZE AND TIME EXPOSURE OF ALL DISTURBED SOILS.
15. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT SLOPES AND CHANNELS, REDUCE IMPERVIOUS SURFACES, PROMOTE INFILTRATION, CONTROL THE PERIMETER OF THE SITE; AND
FOLLOW POLLUTION PREVENTION MEASURES.
16. SOIL WPES: ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE - NATURAL RESOURCE CONSERVATION SERVICE MOST SOILS lN THE AREA ARE TYPE C 0R TYPE D WHICH
MEANS A HIGHER POTENTIAL FoR RUNOFF (SLoWER INFILTRATIoN RATE). THE K FACTOR, SUSCEPT|B|L|TY OF A SO|L TO SHEET AND R|LL EROSTON By WATER, VALUES TyptCALLy RANGE
FROM 0.02 TO 0.69. FoR THIS AREA THE K FACTOR HAS AN AVERAGE 0F 0.16 (HIGHER THE VALUE, THE MORE SUSCEPTTBLE THE SO|L tS TO SHEET AND R|LL EROSTON By WATER.
17, IF DEWATERING IS REQUIRED, A STATE CONSTRUCTION DISCHARGE PERMIT IS REQUIRED.
18, RECEIVING BODY OF WATER IS PICEANCE CREEK
19, THIS SWMP IS DESIGNED TO ADDRESS RUN-ON AND RUN.OFF WATER. WATER NEEDS TO BE PREVENTED FROM COMING ONTO THE CONSTRUCTION SITE AS WELL AS POSSIBLE. IN THE CASE
OF THIS PROJECT MOST OF THE PIPELINES ARE AT THE TOP OF WATERSHEDS THUS DECREASING SIGNIFICANTLY THE AMOUNT OF RUN.ON TO THE SITE. RUN.OFF FROM CONSTRUCTION
SITE SHOULD BE CONTAINED AS WELL AS POSSIBLE USING EARTHEN BERMS AND OTHER BMPS AS PRACTICABLE TO CAPTURE ANY EXCESS SEDIMENT AND ALLOW IT TO DEPOSIT BEFORE
LEAVING THE SITE. ANY CAPTURED SEDIMENT NEEDS TO BE SPREAD OVER THE SITE ONCE CONSTRUCTION HAS BEEN COMPLETED AND REVEGETATION IS OCCURRING.
20. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
21. CONSTRUCTION ACTIVITY WILL CONSIST OF, IN THE FOLLOWING ORDER: SITE MARKING, ESTABLISHMENT OF PERIMETER STORMWATER BMP'S, SITE CLEANING, TOPSOIL REMOVAL AND
STOCKPILING, INSTALLATION OF THE PIPELINE, RESTORATION, AND FINAL SEEDING, INTERMEDIATE STORMWATER BMPS WILL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION
AS REQUIRED BY THE CONTRACTORS MEANS AND METHODS.
Lond Slope
Pipeline
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Equipment ã
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to be
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Vernal, UT 84078
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2High Eroslon Soils = Fine, Frioble Soils, Silt, Fine Sonds
5sîte-Specific terroin moy olso dictole spocing of woter bors
other
edge
TABLE 2 - WATER BAR SPACTNG (3)
ROW Grode %Low to Non-Erosìve Soils (1)Erosive Soils (2)
0-5 220'-270'115'-145'
6- 10 175'-225'85'-115'
11-15 125'-175'50'-80'
16-20 90'- 140'J5'-65'
21-30 75'-125'25'-55'
31+25'-75'15'-45'
REV DATE BY RDVISIONS
NOTES
TABLE 1 _ TRENCH BREAKER SPACING
Slope %Spocing (feet)
5-1 5 250-350
1 5-30 1 50-250
>30 50-1 50
SHEET
3
OWNER INFORI}IATIOI{:
PARCEL # 19172740001
CAERUS PIGEANCE LLC
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. SINCE 1964.
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SITE B
PROPOSED LOCATION:
NPM G35 496 PAD
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4.
SEGÌ|ON DETATL (SHEET 3).
GONTRAGTOR TO ADJUST ETP'S AS NEEDED IN THE
FIEID. AIL GI{ANGES NEED TO BE NOTED AND
IIARKED U' ON THESE sHEEI8.
USE EXTREME GAUÏION W¡{EN CONSTNUGTING NEAR
EXISTING PIPEIINES (CONTAGT PIPELINE OWNER FOR
SPECTFICATTONS).
ANTIGIPATED AREA OF DISTURBANGE IS I4.O AGRES.
NOÏE3:
REV IIATE BY RDVISIONS
SCALE: l":1,000'
DRAWN BY; SLW
DATE DRAWN: 09-30-2021
UELSFILENO.:C-7067
PROJ. NO: CAE0I-1 9-0062
PRE.CONSTRUCTION
SHEET
4
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0' 250' 500'
lil = 500t
SCALE
I1{FORMATIOl{:
# 15172740001
PICEAI{CE LLC
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85 South 200 East
Vernal, UT 84078
O: 435.789.1017
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- SINCE 1964 -
PROPOSED LOCATION:
NPM G35 496 PAD
NOTEE:
I. REFERTO NOTES SHEET FORTY'ICAL GROSS
SEGT|ON DETAtt (SHEET 3).
2, CONTRAGTOR TO ADJUST BTIP's AS NEEDED IN T}IE
FIELD. ALL GI{ANCES NEED TO BE NOTED A¡ID
MARKED UP ON THESE SIIEETS.
T. USE EXTRETE CAUTIONWHET{ CONSTRUGTING NEAR
EXIETINC PIPELII{ES (GONTAGT PIPELINE OWNER FOR
SPEGtFtGATtONS).
4. ANTICIPATED AREA OF DISTURBANGE IS I¡I.9 ACRES.
R¡V IIATE BY REVISIONS
SCALE: l":1,000'
DRAWN BY: SLW
DATE DRAWN: 09-30-2021
UELSFILENO.:C - 7 0 6 7
PROJ. NO: CAE0I-l9-0062
CONSTRUCTION
SHEET
5
- - -il- - -f- É -"- -EXISTING PIPELINE
0' 500' 1,000,
l" = 1,000'
SCALE
CAERUS PIGEANCE LLC
OWI{ER INFORMATION¡
PARGEL # 19172740,001
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n"n'rv.uintahgroup.com
- SINCE 1964 -
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PROPOSED LOCATION:
NPM G35 496 PAD
NOIES:
I. REFER IO NOTES SI{EEÎ FOR TYPIGAL GROSS
SEGT|ON DETAT! (S|{EET 3).
2. GONTRACIOR TO ADJUST BTP'S AS NEEDED IN THE
FIEID. ALL G}IAN6ES NEED TO BE NOTED AND
MARKED U? ON THEEE EHEETS.
3. USE EXTREiIE GAUT¡ONWI{EN GONSIRUGTING NEAB
EXISTING PIPELINE¡ (GONTAGT PIPEL|NE OWNER FOR
SPEGTFtGAT|ONS).
.. ANΡCIPATED AREA OF DIETUR¡ANGE IS I4.E AGRES.
REV DATE BY REVISIONS
SCALE: l"-1,000'
DRAWNBY: SLW
DATE DR A.WN: O9-30-202I
UELSFILENO.: c-7o67
PROJ. NO: CAE0I-l 9-0062
POST-CONSTRUCTION
SHEET
6
,__EXISTING PIPELINE
0r 500'
1" = 1,000'
SCALE