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PROPOSED LOCATION:
PICEANCE BASIN WATER
MANAGEMENT FACILITY 35BV
(NAD 83)
LATITUDE: 39 °34'21.01 "N
LONGITUDE: 108°21'00.17"W
0.2 MI. +r -;'
•
LEGEND:
---- •••••11MINIM■--. - -r
PROPOSED AC CES S ROJ D
EXISTING ROAD
Uintah Engineering & Land Suxveyuig
SS South 200 East Vernal, Utah S40 7S
(435) 7S9 -1017 F_- (435) 7S9 -1S13
CHEVRON U.S.A. INC.
PICEANCE BASIN WATER
MANAGEMENT FACILITY 35BV
SECTION 35, T5S, R9SW, 6th P.M.
'TOPOGRAPHICI02108I11
ears DAY YEAR
MAP
SCALE: 1" = 2000" I DRAWN BY J.L.G. IREVISED: 00.00.00
B
TOPO
1
1
PROPOSED LOCATION:
PICEANCE BASIN WATER
MANAGEMENT FACILITY 35BV
CLEAR CREEK ROAD
EXISTING ROAD
3 MILE BOUNDARY
PARCELS
213732 100008 PARCEL
CHEVRON U.S,A. INC.
760 HORIZON DRIVE
GRAND JUNCTION. CO. 81506
970 -257 -6042
Uintah Engineering & Land Surveying
85 St,utlti 200 East .t V riiu1. Utah 84078
(435) 789- 1()17 "4 FAX (435) 789- 1813
N
CHEVRON U.S.A. INC.
PICEANCE BASIN WATER
MANAGEMENT FACILITY 35BV
SECTION 35, TSS, R98W, 6th P.M.
VICINITY
MAP MONTH
QS
11
YEAR
SCALE: 1" _ S000' 1 DRAWN BY: J.L.G. REVISED: 02 -14-11
C
TOPO
FROM THE JUNCTION OF 1-70 AND COUNTY ROAD 204, PROCEED INA
NORTHWESTERLY DIRECTION ALONG COUNTY ROAD 204
APPROXIMATELY 13.8 MILES TO THE JUNC TION OF THIS ROAD
AND COUNTY ROAD 211 TO THE NORTHEAST.
TURN RIGHT ONT 0 THIS ROAD AND PROCEED INA NORTHEASTERLY,
THEN NORTHWESTERLY DIRECTIONAPPROXIMAIELY 4.3 MILES TO
THE HINER GATE ALONG THE CLEAR CREEK ROAD. THIS ENDS THE
USE OF PUBLIC ROADS FOR THE REMAINDER OF THE ROUTE TO
THE LOCATION.
CONTINUE IN A NORTHWESTERLY DIREC TIONAPPRO.XINIATELY
2.7 MILES TO THE JUNCTION OF THIS ROAD AND WEST LOOP ROAD
TO THE SOUTHWEST.
TURN LEFT AND PROCEED IN A SOUTHWE STERLY DIRECTION
APPROXIMATELY 0.2 MILES TO THE FACILITY
TOTAL DISTANCE FROM DERE QUE, COLORADO TO THE FACILITY
IS Al:PROM:NAT ELY 21.0 MILE S.
LEGEND:
PROPOSED LOCATION
CI-MI:RON- U.S.A. INC.
PICEANCE BASIN WATER
MANAGEMENT FACILITY 35BV
SECTION 35, T5S, R98W 6th P.M.
Uintah Engineering & Land Surveying
85 South 200 East 'Vernal, Utah 84078
(435) 789-1017 '" FAX (435) 789-1813
SCALE: 1:100.000
REVISED: 02-22-11
N3A i EL ( +) 29' -0
F.O.F. EL ( +) 30' -9 7 /B"
F.O.F. EL ( +) 31' -1 3/4"
F.O.F. EL ( +) 30' -7 3/16'
t /1 "T'
WALKWAY CLIPS (ETA)
EL
m
DOWNCO4ER
EL ( +)
"Core/4' OOUBLERJ
II
II
II
II
II
II
I
II
II
II
UPPER BOLT HOLE
UPPER BOLT HOLE
004ND0MER "A"
EL ( +) 1' -0•
ELEVATION AT 180'
SCALE- I/2'•5' -2
EL ( +)
l EL L) 29' -0" N3B
F.0.6. EL ( +) 30' -9 7/5'
1.0,7. EL ( +1 31' -1 3/4'
/—SEE MANWAY COYER
PLATE DETAIL SHEET 04
EL ( +) 0" -0"
EL 1) 22' -0•
SEE MANWAY COVER
—\\PL41E OCTAL SHEET C4
EL (*] 2' -0"
N7 a + 5 -4"
GROUND LUG
ELEVATION AT 0'
56116: 1/2' =1' -0
EL ( +) 0' -0'
NOZZLE SCHEDULE
MK.
REQ' D
SIZE
O.S.
PROJ.
I.S.
PROD.
ANSI
RAT'G.
TYPE
SERVICE
N1A /B
N2A /B
N3A /B
1
2
2
6'I
6'
150
RFWN
INLET
4..
150
6"
6"
150
RFWN
3558
OUTLET (NOTE 12)
OVERFLOW
84
3"
150
RFWN
DRA1 N
N5
150
RFWN
GUIDED WAVE RADAR
N6
6"
150
RFWN
PRESSURE TRANSMITTER
N7
150
RFWN
DRAT N
NB
1
8'
API
FF
THIEF HATCH
N9
16"
6 1/2
2 1/2"
PLA75
EMERGENCY VENT
N10
NI1A /B
6"
6"
150
RFWN
VENT
2
4"
6"
150
RFWN
ANODES
N 1 2
4"
6"
150
RFWN
SKIM
82
24 "x36"
PLATE
2 PIECE MANWAY (80TTOM FLUSH)
DESIGN DATA
TANK DIMENSIONS DIAMETER: 15' -6" 0.D. HEIGHT' 30' -0" OPERATING PRESSURE' 4 OZ /IN2 OPERATING TEMPERATURE: 50 -100'F DESIGN INTERNAL PRESSURE" 8 OZ./IN7
DESIGN INTERNAL TEMPERATURE' 150'F DESIGN EXTERNAL PRESSURE 0.5 OZ /IN2 DESIGN EXTERNAL TEMPERATURE: 1507E MINIMUM DESIGN METAL TEMPERATURE -20'F NOTE 10
MAX LIQUID LEVEL: 15.-6" IN SPECIFIC GRAVITY OF LIQUID' 0.685 -1.10 INSULATION TYPE: NONE THICKNESS' NONE
WORKING CAPACITY: 479 BBL.
000E: API -12F REF SPEC: 2081- 200- 92 -PO- 0301 -01 MAWP: 8 01/I8 2 0 150 'F NAACP: 0.5 OZ /IN2a. 150 "F CORR. ALLOW,: ROOF /WALL /BOTTOM: N/A NOZZLES
INTERNALS NDT: ® YES ❑ NO DIVERTERS: ❑ YES ® NO VORTEX BREAKER: ❑ YES ® NO DOWNCOMER: ® YES ❑ NO INSULATION SUPPORTS: ❑ YES ® NO
LADDER /PLATFORM CLIPS; ® YES ❑ NO PLATFORM: ®YES 0 N FIREPROOFING CLIPS: ❑ YES ® NO LIFTING LUGS: ❑ YES ® NO PAINTING (EXT): ® YES ❑ NO
LINING: ® 555 ❑ N0 TYPE: INTERNALS: ® REMOVABLE ® NONREMOVABLE (SEE DETAILS)
N/A
MATERIALS
WALLS, TOP & BOTTOM' A36 NOZZLE NECKS
LIFTING LUGS: - SUPPORTS: A36 GASKETS: NOTE 5
DECK THICKNESS 1/4" FLOOR THICKNESS 1/4 SHELL THICKNESS 1/4
A106B/A36
NOZZLE FLANGES
A105/A36 CLEANOUT FLANGES /COVERS:
5105/A36
EXTERNAL RINGS' A30
BOLTING: INTERNALS' NOTE 7
SEE NANWAY 607616
PLATE DETAIL SHEET 04
0747
NOTES; 3,
TANK SHALL BE CONSTRUCTED PER CHEVRON SPECIFICATIONS AND ACCORDING TO 7HE LATEST EDITION OF API SPECIFICATION 12F,
SPECIFICATION FOR SHOP WELDED TANKS F05 STORAGE OF PRODUCTION LIQUIDS.
2, DELETED.
3. ALL NOZZLE PROJECTIONS ARE FROM TANK 0.0. UNLESS OTHERWISE NOTED.
4_ ALL TANK ELEVATIONS ARE REFERENCED TO GRADE_
5. GASKETS'. SPIRAL WOUND 316 5S 8/ FLEXIBLE INHIBITED GRAPHITE FILLER ASME 816.20, W/ INNER RING OR AS SPECIFIED IN DETAILS
6. DELETED.
7, INTERNALS: SEE ATTACHED DETAILS.
B. LUGS TO BE PROVIDED FOR MANWAY.
9. CONTRACTOR TO VERIFY BOLT TOROING FOR TIGHTNESS_
16, A SITE SPECIFIC PROCESS HAZARD ANALYSIS (PHA) SHALL BE CONDUCTED AND
APPROVAL OBTAINED FOR LOCATIONS WHERE LOW TEMPERATURES CAN BE EXPECTED
THAT WOULD REQUIRE ALTERNATE MATERIAL SELECTION AND /OR TESTING TO PROVIDE
A PROPER INSTALLATION AS WELL AS FOR THE PROPOSED USE OF THE DIRECT
FIRE TUBE HEATER.
11. DIMENSIONS AND ELEVATIONS TO BE VERIFIED BEFORE FABRICATION.
12. CHECK NPSHn FOR GRAVITY FEED APPLICATIONS SUCH AS FEEDING A POSITIVE
DISPLACEMENT PUMP.
315
Y -B 7/5. 0 -B 7/8' •
GROUND LUG
225'
180'
ORIENTATION PLAN
SCALE: 1/2' =1' -0"
56 r16'y1 /4' DOUBLER
PLATE (SEAL YIELDED)
135'
SEE 5574)AT COVER
PLATE PETAL SHEET 04
O
a e•es *o" ewe P "a c.. «ie..
MG. SCALE: DRAWN 1110: RJP
ORIG. PATE: 3/7/2011
CHECKED BY:
PROJECT AFT:
1200600 9T:
PLOT SCALE:
PL4T DATE:
CHEVRON MIDCONTINENT / ALASKA
MCA GENERAL STANDARDS
STANDARD 1000 BBL FLAT BOTTOM
STORAGE TANK
15' -6" OD x 30' -0"
SHEET GRAWINC NHNBER AEV
D 2081- 200 -10 —DD — 0002 -01 o
0
VARIES PER TANK HEIGHT
1 1/2'
Q 1/2'
DRILL 9/16m
HOLE SLOTTED (T(P)
1 1/2"
5/8"o SLOTTED
TANK WALL HOLE (TYP)
WALKWAY CLIP
DETAIL
SCALE. 3 "= 1' -0" 01,02,03
VAEIES PER TANN HEIGHT
4' 155# FLAT FACE FLANGE
WALKWAY CLIP
DETAIL
SCALE: 3 "= r -a' 01.02.03
4' STD. FIBERGLASS
FLAT FACE FLANGE WRH 316 SS BOLTING
ANTI- SIPHON SLOT
SEE DETAIL THIS SHEET
D0WNCOMER SUPPORT
SEE DETAIL THIS SHEET
TANK WALL
4" STD. FIBERGLASS 9E0 THREAD II
OR EQUIVALENT PIPE
4" STD- FIBERGLASS RED THREAD 11
OR EQUIVALENT COUPLING
(A5 REDID)
4' SID, FIBERGLASS RED THREAD 11
OR EQUIVALENT PIPE
DIFFU5E9 SLOTS
[SEE DETAIL THIS SHEET
4" STD. FIBERGLASS RED THREAD 11
OR EQUIVALENT P1PE
BOTTOM Or TANK
DOWNCOMER "A"
(6918 LODSE)
(NOTE 3)
DETAIL
f I
SCALE: NTS 0102,03
EL +) 12' -0"
8"0 H0LE
10 3/8" BOLT CIRCLE
3/8' PLATE
11 3/4'0 HOLES
HOLE PATTERN MATCHES
API 8' FLANGE
TAN6 EDGE
90' L.R. ELBOW
FACE FLANGE
TANK WALL —
EL (+) 8' -6"
EL ( +) 5 -0"
4" 150# FLAT
FACE FLANGE
CARBON STEEL
4" STC. FIBERGLASS
FLAT FACE FLANGE WITH
316 5S BOLTING
4' STD. FIBERGLASS
DOWNCOMER SUPPORT
SEE DETAIL THIS SHEET
1 "0 SLOT
(TYPICAL)
4" s10. FIBERGLASS R10 THREAD 11
OR EQUVALENT CAP
DOWNCOMER "8"
(SHIP LOOSE)
DETAIL
SCALE: NTS
9/16'0 HOLES
(1YP 16)
TANK DECK
8 "0 SCH.10
THIEF HATCH
ENAROO MODAL 660-LB
DETAIL
SCALE: 1 1/2-- 1' -0" 0102"03
3" 150" 1 1/2' 316 SS THICK BLEED RING
/7 WINSTON FIGURE 7 (0R EQUAL)
TANK WALL
BY VENDOR
101
411
3VBRA
BY OTHERS
1/8'54' NEOPRENE PAD (TYP)
E 1/4"x6 "46
TANK WALL
DRAM Jr
3/8" PLATE
11 3/4 "0
SEAL WELD
PRESSURE TRANSMITTER
I MI
PRESSURE TRANSMITTER
DETAIL
SCALE: 3 "- 1' -0"
01,02,03
B
PIPING TECHNOLOGY HEAVY TWO BOLT
PIPE CLAMP 4' 316 SS SEE TABLE
= I
C 3 14 6
DOWNCOMER SUPPORT DETAIL
SCALE: 3 "= 1 -0"
16 "0 HOLE
GROUNDING CONNECTOR
BURNOY CAT. N0.
42C31058 (17P 2)
PIPE
011
'MAX. RECOM. LOAD
155.
06507 ID750'F
8
C
0
E
F
STOCK SIZE
H
1(
APPROX.
WEIGHT 165,
EACH
PER
G
4"
3515 3135
3 9/15
1
4 7/8
3 3/4
7/8
3/8 4 2
4 11/16
5/8
5.50
BOTTOM OF TANK
3/8" PLATE
23 I/2 "6
ASME 6TT 150 MATCHES
16 "0 5C9.10
EMERGENCY VENT
ENARDO MODEL 2516
DETAIL n
SCALE: 1 1/2"= 1' -0" 01,0 2,03
GROUNDING LUG
DETAIL n
SCALE: 3 "= 1' -D" 01 02.03
2 1/2 "R
3'6 HOLE
0
3 "R
1'848' LONG 5107
(2 REQUIRED)
CHEEK I) 1/4"
OUTS1DE OF TANK ONLY
Q
S'
TOP Or TANK
LIFTING LUG
(3 - REQUIRED)
DETAIL
1
SCALE: 3 "- 1' -0" 01,02,03
TANK WALL
4' STD. F1BERGLASS
FLAT FACE FLANGE
ANK WALL
ELEVATION
ANTI - SIPHON SLOTS DETAIL
5041E: 1 "- 1. -0'
Tor OF TANK
16'
THIEF HATCH BUMPER PLATE
DETAIL n
SCALE: 3 "- 1' -D" 01,02,03
1 '046' LONG SLOT
(5 REVD)
4" STD. FIBERGLASS RED THREAD II
OR EQUVALENT CAP
P LAN
ANK WALL
---1'0 SLOT
(TYPICAL)
A.NK WALL
TANK BOTTOM
ELEVATION
DIFFUSER SLOTS DETAIL
SCALE: I'- 1' -0"
0/18'4 HOLE (TYP)
C 000000000
HANDLES
1'
13 SPACES W
1"
MANWAY COVER PLATE DETAIL
M2
NOTE
1. LUGS TO BE PROVIDED FOR IVANWAY.
2, DIMENSIONS AND ELEVATIONS TO BE VER1F110 BEFORE FABRICATION.
3_ DOWNCOMER TO BE INSTALLED BY COATING 4E6009.
4. SHAPED TO FIT WALL CURVATURE A4D SEAL WELD TO FLOOR AND WALL.
N0
BY
REVISION
DESCRIPTION
RJP
ISSUED FOR CONSTRUCTION
1141 Chevron North America
Exploration & Production - MCBU
DWG. SCALE: NOTED
DRAWN BY:
RT PINELL
0610. DATE: 3/7/11
PROJECT AFC:
PLOT SCALE:
CH11KL2 BY:
APPROVED BY:
PLOT DATE:
SHEET
D
CHEVRON MIDCONTINENT / ALASKA
MCA GENERAL STANDARDS
STANDARD FLAT BOTTOM
STORAGE TANK
DETAILS
DRAWING NUMBER
2081- 200- 10 --DD- 0002 -04
REV
0
A11 -0303A -00003
WP 3034
MAY FLOW BACK IS 450 GPM AND 130 PSIG
DUE TO PSV CAPACITY AND SET POINT
WP 3030
FRAC WATER TO DISTRIBIIIIDN HEADER/
FLOW BACK WATER FROM WELLPADS
FROM FRESH
WATER POND`
41-03034 -00003
PRODUCED WATER 1
FROM CPF -2 WP 3036 WP 30301
TO FILTER TANKS
RENTAL BY OTHERS
1 A11-0303A -00003
FROM FRAC WATER
STORAGE TANKS
59835BVW —ABJ -0211
PRODUCED WATER SUMP TANK
WIDTH - 5, -0'
HEIGHT - 6-O'
CAPACITY - 703 GALLONS
�EIiNCE PAD 596 -35 -Bd
OPS
TRUCK
UNLOADING
59835BVW —PBA- 1216/1217
INJECTION WATER FILTER PUMPS
OPER: 180 GPM
OPER: DP 59 PSI
POWER 7 IMP
SKID MOUNTED
59135838-MM- 1001/1002 59835BVW— PEA - 1214/1215
INJECTION WATER FILTERS PRODUCED WATER INJECTION PUMPS
180 OPM 0 5 P51 DP CLEAN
1130 GPM 0 20 PSI DP DID1Y
10 MICRONS
OPER 180 GPM
OPER: DP 1477 PSI
POWER: 184 HHP
SKID MOUNTED
r X
LA X
v
BLANKET GAS
SCRUBBER
(NOTE 7)
a
WP 3030 WP 3038
(N01E 6)
TYPICAL 1 OF 2
55111146 TANKS
TYPICAL OF 3
OPERATING TANKS
L -_
STREAM SUMMARY TABLE
REM
O
TEMPERATURE CF)
32 -105
32 -105
32 -105
32 -105
32 -105
32 -105
PRESSURE (P510) (NORM/11404)
100/900
5/52
56/87
20/51
1497/1497
380/1125
WATER SP GRAVITY
1.014
1.014
1.014
1.014
1.014
1.014
FLOW RATE (GPM) (NORM/MAX)
0 /450
300/750
90/160
90/160
90/180
90/180
FLOW RATE (BBLS /DAY) (NORIA/14AX)
0/15,429
10,285/25,714
3086/8171
3088/6171
3066/6171
306/6171
TRUCK
LOADING
(NOTE 7)
59835BVW PBA- 1216/1217
1
59835BVW MAJ- 1001/1002
■
59835BVW PBA -12 4/1215
59835BVW A8J —Q211
4 1 2' F10ER
SPAR 9001 (NOTE 2)
LEGEND
FROM 35 AY
GAS LINE
59808AVW PFD
STAGE 2 INJECTION
DISPOSAL WELL 8-1
59817AVW PFD
TO
BY OTHERS
FgT65
1. FRAC 04845 PROMO BY CHEVRON
2. INJECTION WELL CAPACITY 3000 681.5 RI 24 HOURS AT 59608A164
AID 1000 BBLS N 24 HOURS AT 5981706W.
3. LOCATED INSIDE 8UL010.
4. MAX 14JECTION WELL PRESSURE I5 365 PSG AT 59808AVW AND
565 PSG AT 5081761/W.
5 DELETED.
HIGH LEVEL ON ANY TANK CLOSES NLET FLOW.
. ONLY TIED TO 1 OF 2 SETTLING TANKS
REM9ON APPROVAL RECORD
RP/
DATE
DISCIPLINE
ARCH.
BY DATE D450W HE
BY
DATE
JpADirwPR
DRAWING STATUS
ISSUED
REV
DATE
SCE
P94
aWL
ELECTRICAL
MECHIAIMCAL
NUCLEAR
PPNG
PROCESS
PREUMNARY
601
02/23/11
COL WARM
HVAC
I90
0A / OC
STRUCTURAL
CONSTRUCT N K
8
7
F01
02/23/11
1SSUED FOR 0E900
00W PW
140T APPROVED FOR 604510U0110H MESS WO
9 0 1E0 DESTROY
ALL PANTS BEAM EARLIER
PROJECT NO.:
29454
ORAWI*
MOW
041E
02/23/11
Chevrsn
idG4n tTn en t /Ala sko SE3LJ
wooCPiavrorn North Am ericc
Exploratio n or-1d Pro GluctiOn
D
AB
A
CFEC10 R
061E
NONE
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STAGE 2 TIMER M MAGDU11- FRYYV4[V WATER f1 C!IO1
CHEVRON PICEANCE
PBSR- 59$35BVW -PRO- PFD- CHV- 40000-00001-0Q F01
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O9S1P1G POKR PRl
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
• /
£ GSMG GU'UU1M
-MUM 19 OE VOW)
MATERIALS FOR RE2IOYAL AND DIOPOIAL
It MAW $.14 OF (OSMG &
P
P.M 110' OF 4175114 G PPr PAM
t GLOM 11S' Of 1»31014 PPVR2'RM &M E*
A
MOOS( N RAr MP T tS
5 AT -OXAW DOW GOFR4,04 MEDI
0.
PflalOrrE 4 STAR SIW00I10LS
DAg0WC33'
Irnaril:r.�M!
TOTAL NEAT LM'0 (NANNY TO HE REMOVED; 830 C1)1D5
5
GS
• :
/ •
MidCont'nent / Alaska SBU
Chevron North Americo
Exploration and Production
f
SCALE: 1 20'
UINTAH ENGINEERING & LAND SURVEYING
85 SOUTH 200 EAST - VERNAL. UTAH 84078
U, (436) 789 -1019
REV
NO
L02
U01
REVISIONS
COMPANY REYIEW COMMENTS -- 2/26/11
APPROVED FO0 CONSTRUCTION - 3/4/11
SCALE: 0RA1YN 8l 000 EYEO BY:
20 Cd C.
E -n LE:
/CHEVIicN/WATER MANAGEMENT rACIuTY /351178 .DWG
PROJECT.
211 -1142
TUBE
20202
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
SHEET NAME:
DEMOLITION AND REMOVAL PLAN
ATE:
2/18/2011
SHEET.
4 OF 10
DWG. NO.
P991- 5983580- QV- 01T -UIN- 00000- 00002 -00
Y.
001
PROPOSED FUEL GAS PIPELINE ROW
THE FUEL. OAS PIPELINE RIGHT -CIF -WAY 8;0.UDE5 15' ON
E ACH SIDE OF THE FOLLOWNG DESCRL8E0 CENTERLINE
AUQIMENT. THE BEONNING OF THE FOEL GAS PIPEUNE
RIGHT -OF -WAY CENIERUNE ALGNMENT BEGINS Ai A POINT
IN THE 5E1/4 NE1 /4 OF 5EC11GN 35, 155, R989, 6TH P.N.
*111CH BEARS N24'27'51.59'W 1255.78' FROM THE EAST 1/4
CORNER OF 5010 SECTION 55, THENCE 02515'05.06'W
96.06', INDICT 5257'2536'W 19160', THENCE
535'27'27.76'E 62 -28'. THE PIPELINE ROW ENDS AT A POINT
N32'06'51.56'W 948.77` FROM TIE EAST 1/4 CORNER OF
SAID 5EDTION, .
THE FUEL OAS PIPELINE ALIGNMENT ROW EXTENDS *351.91.
O ASIS OF 8£AR94C5 15 THE EAST UNE Of THE 801/4
SECTION 35, T5S, R9871, 619 P.M, AN0 15 ASSUMED ID BEAR
50'05'27.00'E.
f956'N' P0.54YIXE
L14
WON PUTT CAS PMEUNE/ALW26AIENT
STA 0 +00
[45!944' VAIW 20017004 4 flO *104' 171 -M
10 114 E7/ OCR 9EG 33.
INK[ 69 w
124275159-E 129170 \
4N61MO LADLE all®
EN5W,G HATED PNMAE TO MF
NE COR SECTION .55, y,
T5S, R98111 brie P.M.
BRASS CAP
P01OI90.1
( \ / ,' • Af1CNMEH7
'\ , ....„/ 4/6 STA 3157.94
f-, 1415'
'' 476
'
.\
1
41X40 00.71E26E
*6184ENC6 1OO1T
SUMO, P1114 416
1. 3034'2013X1
1.4 1.0021107422'311.17-e (ton ray
BM /2
I �
1\
35' SETBACK FROM
ORDINARY 19071 WATER MARIE
£X /SANG CENTRAL FRAC PAD
(OUTSIDE SCOPE OF X41 TEN
MANAGEMENT FAC1UT)1
BM
'1
ti
4`
POLNT OF B CINNINd
I�
y. 1
EAST 1/44 COR
SECTION 35, T5S,
R98W, ITN P.M.
UELS ALUM CAP
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
MidCont'nent / Alaska SBU
Chevron North America
Exploration and Production
REV
NO
BY
NEw5P0140
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARF]ELD COUNTY, COLORADO
PICEANCE BASIN
WATER MANAGEMENT FACILITY - 358VW
TANK PROJECT
BEGINNING AT A POINT IN THE SE1 /4 NE1 /4 OF %CROW 35.
T5S, R9821, 6TH P.M. WI1NA1 BEARS 146915'46.30"8 191.40' FROM
THE EAST 1/4 CORNER OF SAID SECTION 35, THENCE
X82'21'00'8 29.99', THENCE 65'54'06'E 265.78', THENCE
N1918'00'W 257.07', THENCE S65'33'42'W 247.45'" THENCE
*36'4•59'W 88 -24, 131ENCE 563'43'21'84 4611', THENCE
N20'35'01 -9 142.22'. THENCE N250'OS'W 54.26', THENCE
N32'39'39'E 54.26', THENCE X5010'02'0 91.39', THENCE
N35'27'28'9 43.93', THENCE N227'23'0 199.38', THENCE
NT16'05'E 111,69', THENCE 582'43'55'4 30.05', 'THENCE
5414 "16 -W 298-00'. THENCE 5357728.E 34.47, THENCE
N561102.0 36.62', THENCE S8a03'58'E 126.97'. THENCE
S3255'28'E 140.59', THENCE 024'44'21'5 234.27', THENCE
515115.40.E 167.49', THENCE 59•2'24'W 277.60' MORE OR LE55
TO THE PC041 OF BEGINNING.
CONTAINS 13.14 ACRES MORE OR LESS. BASIS OF BEARINGS I5
THE EAST LINE OF THE NEI /4 SECTION 35, T5S" R989, ERN P.M.
AND 15 ASSUMED TO BEAR S095'27.00'E.
144 10111
LENGTH OPECIMH
1.1
2340' N1 2'210'W
19
21370 N1ro1' ®t
11
227.97 6111000111
14
347.25' 34457470
LI
8424' x262047''0
40,IT 1131721'W
1.7
14277 42039.0111
12
91.71' 6244'06'0
L7
3426' 63214'304
L10
4117' 42941062.E
411
4169 X111721.
112
19390 N27Y73'E
1.13
111.60 6714145'E
1.14
1.11
30.08 11227360E
27410 1414'16'.
114
34.17 1363T2KE
1.17
36.61 65110'020*
UT
1244T 44212351i
L12
19454' 14.90521E
420
234,2E 124
167.49 1119140'6
1.22
277.00 193614'0
BENCHMARKS
BM #I
DESC.: SURVEY PNT NO. 396 (B.M.)
N:17748.11
E: 51962.06
EL: 5991.33'
BM ;2
OESC.: SURVEY PNT N0. 398 (0.54.)
N:18177.62
E: 52191.71
EL: 5993.82'
SCALE: DRAWN et SURNETEO 85':
- 60' C.A.C. 1 G.O, 8.0.8.
PROJECT:
211 -1142
SCALE 1'- 60'
UINTAH ENGINEERING & LAND SURVEYING
85 SOUTH 200 EAST - VERNAL, UTAR 84078
(4 3 5) 7 6 6 - 6 0 1 7
L52
030
COMPANY RENEW COMMENTS - 2/28/11
UOI
C
APPROVED FOR CON514UCT10N - 3/4/11
/CHEVRON/WATER MANAGEMENT FAOUTY /358N9DWG
SHEET NAME:
SEW PLAN
TUBE FILE:
23262
OATS: SHEE F.
2/11/2011 2 Or TO
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -3581/)
IRE)
001
DWG. N0.
P65R- 59835848'- OV- 91- UIN- Oa0o2- 00001 -01
/
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La 5000 022(0 72(1202 10 197
;4-
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Malmo P2
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(
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CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 - 35BV
TANK PROJECT
m52N2 AMMAN 01(2 PPE 2001
JIRSERRNCI P0017
9412Er PM14 414
LA1- 39,74321T0
00 10440'4.t5N
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—
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81 Oe4AOo
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E10SMO SECOIM001 COMA? 04
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\
I \
1 \
EXISTING CENTRAL FRAC PAD \
(OUTSIDE SCOPE OF WATER \
MANAGEMENT FACILITY PROJECT) \
I
I 1
Chernm
REV
010
BY
REVISIONS
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
EQUIPMENT MST (598-35BV)
EQUIPMENT DESCR /P17ON
(00AYT
20-101
0areSto00 (002002, ,MaYDa 9000
iCR.rrm
0tl0. [20222* 2*2*
tm-fl00
earma Paw
P2, -NS,
HP POOP 3,PRr
152-11028
m maws "•
ma.�r m war
Ma. 4MP 0440
112PLRA4Y 430Y AVM
420
AUK 41 SLAJAS (9 52010?
IMP 07000440( Mum
map
A14-4114
sir MP 702*
1972 -1111
RAP 2012*
N1 -0110
sup MT
-
l,IFR 020$71 5151EM 48202UCO06
ppopasEs
0,1 PN0P030 1.010 9a TAWS
(l) Make= 082.041 000
PIPWp P MI RAMS
BENCUY AR <S
820 1
DESC.: SURVEY PNT NO. 396 (B.M.)
N:17748.11
(:51962.06
EL: 5991.33'
BM #2
DESC.: SURVEY PNT NO. 398 (B.M.)
N:18177.62
E. 52191, 71
EL: 5993.82'
MidCont'nent / Alaska SBU
Chevron North America
Exploration and Production
CRAW? BY, SURVEYED BE
SCALE:
= 20'
C.J.C. 0.0.,
102
L101
CJC
CJC
COMPANY RENEW COMMENTS - 2/28/11
APPROVED FOR CONSTRUCTION - 3/4/11
E -((LE:
/CHEVRON/YIAIER MANAGEMENT FACILITY /338Y4.0WG
SHEET NAME:
SITE PLAN
PROJECT:
211 -1142
9.18E FILE:
23262
DATE: SHEET.
2/16/2011 3 of 10
SCALE 1"= 20'
UINTA"! ENGINEERING & LAND SURVEYLNG
85 SOUTH 200 EAST - VERNAL, UTAH 84078
(4 9 5) 7 8 0 - 1 0 5 7
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
via - NO,
0000- 596359VW- C)V -5)T -MIN- 00060 - 00001 -02
REV.
001
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598-35BV
TANK PROJECT
CIVIL GENERAL NOTES
1, THE PROJECT IS LOCATED IN GARFIELD COUNTY. COLORADO AND WITHIN THE RESOURCE LANDS - GENRE SLOPES ZONE DISTRICT
2, TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY SITE SURVEY AND LOCATED ON PBSR- 59835BVW- CIV- SRV -UIN- 00000 - 00007 -OD.
3. EXISTING PRIVATELY OWNED IMPROVEMENTS SHALL BE PROTECTED. IMPROVEMENTS
DAMAGED 8Y CONSTRUCTION ACTIVITY SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE.
4. EXISTING UTILITIES ARE PRESENTED BASED UPON BEST AVAILABLE INFORMATION.
EXACT UTILITY LOCATION SHALL BE FIELD VERIFIED. NOTIFY UTILITY OWNER 48 HOURS PRIOR TO
COMMENCEMENT OF CONSTRUCTION. CONSTRUCTOR IS RESPONSIBLE FOR DAMAGE TO ANY
EXISTING UTILITY. SHOWN OR NOT SHOWN ON PLANS,
5. THE CHEVRON FUGITIVE DUST CONTROL PLAN (FDCP) SPECIFICATION PBSR - ALL- CLV- SPC -URS- 0000 0- 04013-00 SHALL
BE IMPLEMENTED To CONTROL FUGITIVE DUST SOURCES DURING ALL CONSTRUCTION OPERATIONS,
6. ALL NORTHING /EASTING COORDINATES ARE RELATIVE TO tJFL S, LLC SURVEY CONTROL (PICEANCE BASIN CONTROL). ALL LAT /LONG
COORDINATES ARE REPORTED ACCORDING TO NAD 83. ALL NORTH ARROWS REFLECT TRUE NORTH BASED ON THIS COORDINATE SYSTEM.
7. SAFETY SUPERVISION SHALL BE EXERCISED N ACCORDANCE WITH RELATIVE LAWS, REGULATIONS AND ENGINEERS REQUEST.
8, THE SITE WILL BE RECLAIMED AFTER THE END OF ITS OPERATIONAL LIFE IN ACCORDANCE WITH COGCC REQUIREMENTS.
RECLAMATION ACTIVITIES WAEL INCLUDE REMOVING PIPELINES, GRAVEL FROM ROADS AND ACCESS PADS;
RE- GRADING THE SITE TO THE ORIGINAL CONTOURS (APPROXIMATE); REPLACING TOPSOIL; REVEGETATION WITH APPROPRIATE
SEED MIX; AND INSTALLING ANO MAINTAINING ANY REQUIRED STORM -WATER CONTROLS UNTIL FINAL STABILIZATION IS ACHIEVED,
RECLAMATION OF THE SITE SHALL TAKE PLACE IN ACCORDANCE WITH THE CHEVRON SKINNER RIDGE FIELD SPECIFIC STORM WATER
MANAGEMENT PLAN.
PROJECT CONTACT INFORMATION
CLIENT:
CHEVRON NORTH AMERICA EXPLORATION AND PRODUCTION COMPANY
1400 SMITH STREET, RM 46460
HOUSTON, TX 77002
(713) 372 -1324
PROJECT ENGINEER:
ULNTAH ENGINEERING & LAND SURVEYING. ILO
85 SOUTH 200 EAST
VERNAL. UTAH 84078
(435) 789 -1017
LOCATED I N
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
SHEET INDEX
DRE /C'NERAL N07£s/LEDEND/SHEET MET'
9IE PLAN
87E PLAN
DEMOLITION AND REMOVAL PLAN
97ADIND PLAN
7EMPOQARY AND PENVANENT £R0901 CONTROL
9TE GRACING PROFILES
081 L7IA0WG AND EROSION CONTROL DENTEs
L000 Dot TANK FOUNDA 71fW PLAN
STRUCTURAL GENERAL NOTES AND DEIA/LS
LEGEND
DAC N0 P89R- 5483581W- aV -LON- IAN - 00000- 00001 -00
D11C No P89Y- 548J58VW- aV- 9T- LW- A200 0- 01901-01
DAV NP P8SR- 598J581W- aV- 9T -1kN- 00000 - 00001 -02
ONO NO PSSR- 5583581'W- aV- 2T -+AN- 00000 - 00072 -00
DWG ND.' PBSR- 598318VW- pV -9T- OWN - 00000- ooDIS -00
PLAN Mac NO. P88R- 598J5814V- aV- 97- 1AN- 00000- 00004 -00
OMC NA P89R- 5481 59NV- aV- 077-4AV- 60000 - 0000E -00
0110 NO PBSR- 5583581W-aV -OR -OWN- 0 0000- 40 0.012 -0 0
DAC ND PSI'- 598J541,W -aV- END- C1V -00 ':0- 00001 -00
OWC NO P89P- 59835S0W- CIV- FND -84N- 00900- 00002 -00
11000
POW
FG
8EII3IE CLA r Lw£R/SAND/ORAFEL CATERS
EM511NG 10' MAJOR CONTOUR VW
£X15RN0 2' MAYOR 00WTOL4i LINE
PROPOSED 10' MAJOR CONTOUR LINE
PROPOSED 2' ARMOR CEWTOTR LONE
EAVSRNG DRAINAGE OKN
PROPOSED SWALES AND DILER90Y DITCH
EDGE OF PAD/IOLS Or EX ROAD
MAYO PR01ECD1E DARR/ER (.ERSEY 8AR81ERI
11.65880 0881E80 840848 LNE
1 EA2514NG BURIED PIPELINE
PROPOSED FUEL CAS PIPELINE
g SLASH 8ERM (99191 DERV
9L T /Z5
WATTLE (F78ER ROLL)
■ 4 w N
t
41ACN AND .SEEDING AREAS
EXISTING 1ENLELAVE
51LR&Y 172'
C£N1E81)8 OF CLEAR CREEK
35 FI SETBACK FROM 08O.NARY NNNM WA IER 8ARK
100 - rR FLDLIGPLAL4
GiallaTT
MidContirent / Alaska SBU
Chevron North America
Exploration and Production
new
NO
RE41110N5
!wain
NO YALE C.J.C.
ORA81 BY: I SURVEYED BY:
0.0., B.E.B.
•
SFEV.V481 CRAP
EX1MING CAM( WARN
00511116 PDAERPCLE
PL55 SWIM COTNER 40VDL1ENT /07185)
8ENCHMA K
PIAN
PROJECT:
211 -D47
UINTAH ENGINEERING & LAND SURVEYING
85 SOUTH 200 EAST - VERNAL, UTAH 84078
(435) 739 -1019
502
DJC
COMPANY REVIEW COMMENTS - 2/28/11
U01
51C
APPROVED FOR 5041180514014 - 3/4/11
E -FILE:
/CHEVRON/WATER MANAGEMENT FAILITY /35BW1DW0
TUBE FILE:
23282
YILrtAN[:t DIAJIN J1UNNt11 NIU4t
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
SHEET NAME'
TITLE /GENERAL NOTES/LEGEND /SHEET INDEX
DATE:
2/13/2011
SHEET.
1 ac 10
04/6 - N0.
PBSR- 594359Vw- 0IV- 1044 -U94- 00000- 00001 -00 _
REV.
U01
1,000 BBL TANK
15' -6 "x30' -O "H STEEL TANK
m
12"
16' 11"
FT,FVATTQN VIEW
5' STEEL FIANCE
(AS PER TANK
MANUFACTURER)
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
LOCATED IN
SECTION 35, TSS, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
SLOPE FINISHED GRADE AWAY
FROM TANKS (2% MIN.)
NOTES
1, COMPACT MATERIAL BELOW FOOTINGS TO 95% MAXIMUM 09?
DENSITY (STANDARD PROCTOR) PRIOR TO PLACING CONCRETE
FOR FOUNDATION TO PR EVENT DETRIMENTAL SETREMENT
2. CONCRETE rc SHALL BE 3,000 PSI
3. TOP OF CONCRETE FOUNDATION SHALL BE LEVEL WITHIN
*1 /4" IN THE TOTAL CIRCUMFERENCE (MEASURED FROM THE
AVERAGE ELEVATION)
4. TOP OF COMPACIE0 BEARING SOIL SNAIL HE LEVEL WITHIN
±0/2" IN THE TOTAL ORCUMFERENCE (MEASURED FROM NE
AVERAGE ELEVATION)
a. 1 -1/2" ANCHOR BOLTS SHALL BE PLACED EVERY 6• AROUND
THE CIRCUMFERENCE OF THE TANK. STEEL TANK
MANUFACTURER RESPONSIBLE FER PROVIDING AN ANCHORING
FLANGE WITH (9) LOCATIONS FOR I -1/2" ANC1-109
PROJECTIONS
16' 4"
16' 11'
PLAN VIEW
MidCont'nent / Alaska SBU
Chevron North America
Exploration and Production
9EV
I SCALE:
DRAWN 8Y: SURVEYED BY:
SCALE: 1/2" - 1"
UINTAH ENGINEERING & LAND SURVEYING
i .� 85 SOUTH 200 EAST - VERNAL, UTAH 84078
.... ........ ............ (/36} 789 - l0 L7
PROJECT:
NO BY REVISIONS 1/2" - 6 ! 0,2.0. I 0,0., B.E.D. 211 -1142
L02 CJC COMPANY 9E14E9 COMMENTS - 2/28/11 E -FLE, 1U80 FIE,
U01 WC APPROVED FOR CONSTRUCTION - 3/4/11 fOFMIY!IAA E AM48 lDIT FAOUN -VWA rd...Torun 2 3 2 D 2
SHEET NAME: DATE: SHEET: DWG. NO. REV.
1,000 BBL TANK FOUNOAT ON PLAN & ELEV. 2/10/2011 9 or 10 PDSR- 598359VW- aV- F140 -UIN- 00000 - 00001 -00 801
rwr,ANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (508- -35BV)
NE COR SECTION 35,
T55, R98.1.4 6T14 PM,
BRASS CAP
r
\
♦ .\
2,01230 PO'
♦
COSr112 GAUL 173N70
\
L
11 \
\
\ ' \
m' Sclera 5M
G(001MY 1411 1 TATER MARX
3341190 PO4OMnw3
123743051st
tar,
MW Oro (14 I0 -11 LOG
[.15540 2911130 .L
41417111 T
0
100.111 ILoWSE/
\
♦ \
\
\ 1011-91 541202PNw, — —
\
\
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
LOCATED IN
SECTION 35, T5S, R981N, 6th P.M.
GARFIELD COUNTY, COLORADO
PROP03431 111 019 WE 34 ROA
411
µT. 3a541o.43L
4.aN1 1199139Jr
W
II
EX /SRNC CENTRAL FRAC PAD
O (OUTSIDE SCOPE OF WATER
MANAAC�CFMENT FAGUTV) ^1
31' RRI (0
01m(NW1Y NRl WAIOi MW
1``
EAST 1/4 COR
SCCOON
R98W, 6711 P.M.
LIEU ALUM. CAP
PA011* OF BEC)NNTNC
PICEANCE BASIN
WATER MANAGEMENT FACILITY — 35BVW
TANK PROJECT
BEGINNING AT A PONT IN THE SE1/4 NE1 /4 OF SECTION 35,
05S, 6988, 6TH P.M. 10-1104 BEARS 44915'48.31'W 191.40' FROM
THE EAST 1/4 CORNER of 5AJD SECTION 35, THENCE
N82'21'O0'W 29.99', THENCE N6'54'06'E 265.76', THENCE
N19113'00'W 257.07'. THENCE S66'33'42'W 247.15', THENCE
1136'46'59 °W 6624', THENCE S63'43'21'W 46.11', THENCE
N20'35'01'W 142.27, THENCE N2'S0'06 "W 54.26', THENCE
N32'39'39'E 54.26', THENCE N5610'02 "E 91.39', THENCE
N35•27'2tew 43.93', THENCE 42'27'23'E 199.38'. THENCE
N716'05'E 911.69', 1HENOE $62'43'55.5 3000', THENCE
5414'1614 298.00', THENCE 535'27'28'4 34.47, THENCE
N5610'021 36.62', THENCE 582'03'56 "E 126.97, THENCE
535'55'28'E 140.50', THENCE S24'46'21'E 234.27', THENCE
515'05'40`( 167.49', THENCE 59'58'24°8 277.60' 8005 05 1455
TO RE POINT OF 130G1441NG.
CONTAINS 33.14 ACRES MORE 0R LESS. BASS OF BEARINGS I5
THE EAST uNE OF THE NE1 /4 SECTION 35, T55, R98W, 6Th P.M.
AND 15 ,05544940 TO BEAR 50.5127.09'4.
—
5. �\
owns or o.11u91,ua1 (17111
1 T 2
or Au
LEGEND
EMSRNO 1D' MAJOR CGWIDUR UNE
COSTING 2' AMOR CONTOUR UN£
PROPOSED 10' HATCH CEASITAIR LINE
PROPOSED 2' MINOR GEWGAW LINE
PROPOSED SHALES AND LN1477SON DITCH
EDGE OP PAD/EDGE OF FK ROAD
ERISRNC PROTECRIE BARRIER (JERSEY BARRIER)
£JDSRNG 00£RN£A0 P01$RLIN£
CAWING HURREV PIPEZWE
PROPOSED fT/E1 CAS LANE
CRISPING FEN -CELINE
<37S7WG CATTLE GO4RD
COSTING PONERPIXI
FESS SECTION CORNER MOAYINENT (FOUN0)
DENIERLIHE OF CLEAR CREEK
35 FT SE]WACK FROM OVOXARV HIGH WATER MARX
100 YR J2000PLAAT
REY
NO
L02
1101
BY
CJC
CJC
1018610311
MidCootinent / Alaska S8U
Chevron North America
Exploration and Production
REVISIONS
COMPANY RENEW COMMENTS - 2/28/71
APPR01'E0 FOR CON9TRl1C11aN - 3/4/11
SCALE: BRAWN BY: 71 5CR44YE0 BY:
60' C.J.C. G.O., B.E.B.
E -ALE:
/CHEVRON/WATER MANAGEM ENT FACIL/TY /3500.0WG
SHEET NAME:
FACILITY SURVEY
PROJECT:
211 -1142
TUBE FILE:
23262
OA1E: SHEET:
2/18/201* 1 or 1
111E TABS
UPON PEAPsOok
L2
141171'OC'r
215,76'
1405406'4
951,07 NTniti0'0
L4
LB
(4
141,15' $505341'4
9119 x34'49311'0
41 -11' 313'43'10'0
L7
11111 0103744117
0I
04,51' 925111'4
t1
3414 43739147
"1
u1
L11
L14
L13
31 34
1451'1441'0
N339T91-r
119.34
111.89.
5.917937E
knrb5Y
0414
15445317
19600'
xl4'111P
L14
34.47
33397971
'I7
boar
5610OTE
LI8
91.95 5404011'9
Lie
54134 532232E0
Lm
1.3.15 SS,44a1
Lt1
56144 11141'49'E
211
271.60 595414'0
UFNCHMARKS
BM #1
DESC.: SURVEY PNT N0. 396 (B.M.)
N:17740.11
E: 51962.06
EL: 5991.33'
BM #2
OESC.: SURVEY PNT N0. 398 (0.M.)
9119177.62
E: 52191.71
El: 5993.82'
s s 0
SCALE 1".80'
UINTAH ENGINEERING & LAND SURVEYING
85 SOUTH 200 EAST - VERNAL, UTAH 84078
( 4 3 6} 7 6 9 - 1 0 1 7
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
OW0. NO
P95R- 59835878- CIY- SRV -uIN -00000 -00001 -00
REV
uOT
DETAIL A - GRAVEL SURFACING DETAIL
2of eon
1' LOLA 3/.. Row I'.
DaMFACT e! MAau a seail
OaaWK r�977)
�TMALT TO es: wneuu DD.p TY
ISTMOM PROCTOR RSIM 06A1)
DETAIL 0 - CULVERT OUTLET PROTECTION DETAIL
IV SC41
RIP -RAP WLL BE PLACED AT ALL CULVERT INLETS AND OUTLETS AND RIP -RAP MIX
BE SIZED DEPENDENT UPON PIPE DIAMETER AS SHOWN. RIP RAP SNA71 BE WELL
GRADED WITH A SUFFICIENT AMOUNT OF SEIALLER STONES UNIFORMLY DISTRIBUTED
THOUGHOUT.
PIPE DRAM. -C
D' -24"
25• -4B'
4B' -72-
RIP -RAP SIZE
508 shall be 8` in diameter or Iprger
508 shall be. 12 In diameter or longer
505 shall be 18' In diameter or larger
10'
15'
M
12'
15'
24'
YARDAGE
Al cyds
*8 c1d,
8l8 side
'LIgar Than 72 , consult engineer,
1IIIIIILl.i///!llllI, 141
'"T n �R� i�Wtp r
"
\ I.I ! if, 1. 'l-0
SECTION A-A
A
DETAIL. 8 - SLASH 8ERM INSTALLATION DETAIL
4d,
IEmovolt fl6'
conch anoLitmrt:
Ildbiu.!R4„J lynun„
ietdno-lNRia
ae nawo ll.
404110.973471.
Y. P'hm
Toeo1•!Ww
DETAIL E - EROSION CONTROL/TIBER ROLL INSTALLATION DETAIL
DETAIL C - SEDI
!ENT TRAP INSTALLATON DETAIL
NO SCALE
CATONI
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Install fiber roll
along a level 00010*!.
Molitor .paling
measured along the
lace of the slope
re Eeleean
8 11 and 20 It
TYPICAL FIBER ROLL INSTALLATION
Instal{ o Mgr roll nar
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Into a steeper dope
IT 15.
ENTRENCHMENT DETAIL
N: T.S.
c 37502
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598-35BV
TANK PROJECT
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
DETAIL £ - SILT FENCE INSTALLATION DETAIL
AO scut
•
50 FLOW
O0
I6"
6`
SECURE FABRIC TO STAKES
STAKES 212 (NOMINAL)
rpt NAR1110 WC0900D,
T1)AL 1 -1/Y v 1-1/2' x
a
6T7
NNI9tED WAGE
��
1. 9LT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COWER IS REMOVED. CLEARING, GRUBBING,
AND STUMPING CAN OCCUR BEFORE 91.7 FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED.
2. ALL SILL FENCE SHALL BE PLACED AS CL05E TO THE CONTOUR AS POSSIBLE 50 THAT WATER TILL NOT
CONCENTRATE AT LOA POINTS IN THE FENCE AND S0 11187 SMALL BANES OR DEPRESSIONS 11181 MAY CARRY
SMALL CONCENTRATED FLOWS TO 1HE 917 FENCE ME DISSIPATED ALONG 175 LENGTH.
3. ENDS OF THE 9L1 FENCES SHALL BE BROUGHT UPSLOPE SLIGHTLY SD )MAT WATER PONDED BY 111E SILT
FENCE WILL BE PREVENTED FROM FLOWING AROUND THE EN05.
4. SILT FENCE SHOULD PREFERABLY BE A MINIMUM 00 ID FEET FROM THE TOE OF SLOE.
5. THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LATINO MACHINE, SUCINO MACHINE, OR DIVER
SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH.
B. 'WHERE TWO MORONS OF PREFABRICATED 9LT FENCE ARE COMBINED INTO ONE RUN, THE ENO POSTS SHALL
et CONNECTED 5017 1HER. NOT SIMPLY OVERLAPPED.
7. 91T FENCE 91000 ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW 58018011 TIE 13E013011LE. IF RUNOFF
01ERT8PS 111E SILT FENCE, ROWS AROUND TIE EROS OR IN ANY OTHER WAY BECOMES A CONCENTRATED
ROW, ONE OF THE FO110AIN0 SHALL BE P0011041000, AS APPROPRIATE'. A) AN 005111ONAL RUN OF 9LT
FENCE 511011 BE RACED UPSTREAM. B) TIE LAYOUT OF 718E SILT FENCE SHALL BE CHANGED, C) ACCUMULATED
SEDIMENT SHALL BE REMOVED, OR D) OTHER PRACTICES SHALL DE IMPLEMENTED_
6 SE0MENT OEP0915 SHALL BE REMOVE° LINEN ME DEPOSIT REACHES .0'?OO 0MATELY ONE -KALE OF THE
HEIGHT OF 111E 91.1 FENCE.
9. ALL STOMPI105 SHALL BE IN0RCLE8 NMI SILT FENCE.
1D 9LT FENCE FABRIC SHALL MEET THE FO.181MNG SPECIFICATIONS: NOM MOLE STRENGTH 120 LBS..
A501 D 4632; 6A)DM08 ELONGATION AT BO LBS. 151[ ANN 0 4632: MN0100 PUNCTURE STRENGTH 50 LBS.
AVM D 4833; LRMMUO TEAR STRENGTH 40 185. 8518 0 4533. APPARENT OPENING 93E O. 0.8480. AST0 0
4251; 6*18NM PERMITDMTY 1x10- 25EC.. -1. A51M D 4491; WATER ROW RATE 15GAL/LRI/9D. FE; IN
EXPOSURE STRENGTH RETENTION, 708 A51O 0 4355.
MidCantinent / Alaska 5BU
Chevron North Americo
Exploration and Production
L02
CJC
CJC
5000005
COMPANY RENEW COMMENTS - 2/25/11
APPROVED FOR CONSTRUCTION - 3/4 /11
SCALE: DRAWN 8Y: 150855YED BY: PROJECT:
NO SCALE C.J.C. ^" "'" 142
E -FILE: TUBE FILE:
/CHEVRCN/WATER MANAGEMENT FAGLTY /35BVW-0WG
22131-2: 8 Z PROJECT (598-3SB V)
SHEET NAME: DATE: HEET:
DWG. 80,
COAL GRADING AND EROSION CONTROL DETAILS 2/15/2011 8 OF 10 P85R- 59535®VA -CIV -811.- URN- 010000- 00002 -D0
UINTAN ENGINEERING It LAND SURVEYING
85 SOUTH 200 EAST - VERNAL, UTAH 84078
{ 458) 788 -1017
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
REV.
1)01
GENERAL STRUCTURAL NOTES
B ASIS OF DESIGN
1. GOVERNING BUILDING CODE INTERNATIONAL BURDING CODE 2009, API
650, ASCE 7-05. AG 316 -05
2. GRAVITY DESIGN
ROOF '2D P5F
SNOW LOAD 40 PSF
3. WIND OEGGN:
BASIC NAND SPEED 90 MPH
EXPO511RE C
4. SEISMIC DESIGN (26 P.E. IN 50 YEARS):
GARFIELD COUNTY, COLORADO (LAT: 39.572311, LONG: 108.3498w NAD
83)
0068 G
5a - 0.287 0
SITE CLASS D
SEISMIC OESGN CATEGORY B
5- SOILS:
SOIL BEARING PRESSURE - - -2000 PSF
MINIMUM 1001155 DEPTH 36 INCHES
SITE PREPARATION
1. REQUIREMENTS:
A. Al FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOILS OR ON
ENGINEERED COMPACTED FILL WHICH EXTENDS DOWN TO UNDISTURBED NATURAL
0011.0.
6. REMOVE ALL TOP 50L, ORGANICS. OR OTHER DELETERIOUS MATERIALS FROM
THE PROPOSED BUILDING Silt.
C. SCARIFY THE SUBORADE TO A DEPTH OF APPROXIMATELY 8 INCHES, ADJUST
THE MOISTURE CONTENT TO WITHIN 26 OF OPTIMUM AND COMPACT THE SOIL TO
AT LEAST 905 OE 711E MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0 -1557.
0. STRUCTURAL FILL SHALL BE NON - EXPANSIVE GRANULAR SOIL WITH -200 <
355. 11. C 305 BELOW FOOTINGS AND -200 c 505. LL < 305 BELOW SLABS.
MAXIMUM PARTICLE 3ZE SHALL BE 4 INCHES BELOW FOOTINGS AND 6 INCHES
BELOW SLABS.
E. PROVIDE A MAXIMUM OF 4 INCHES OF SAND AND GRAVEL 00TH -200 < 50
AND A MAXMUIM PARTICLE 512E OF 2 INCHES DIRECTLY BELOW FLOOR SLABS.
F. COMPACT STRUCTURAL FILL MATERIALS BELOW 10011805 TO A MINIMUM OF
O 50 OF THE 00010UM DRY DENSITY AS DETERMINED BY ASTIR D -1557. COMPACT
STRUCTURAL FILL MATERIALS BELOW SLABS TO A MINIMUM OF 905 OF THE
MAXIMUM, 001 DENSITY AS DETERMINED BY ASIA 0 -1557, STRUCTURAL FILL
SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN 26 OF THE OPTIMUM.
G. STRUCTURAL FILL 004.08 FOOTINGS SHALL EXTEND CUT AWAY FROM THE
EDGE OF THE FOOTINGS A DISTANCE EQUAL TO THE DEPTH OF THE Nu. BENEATH
THE FOOTING.
H. CONSTRUCTION DIFFICULTIES MAY VARY WITH SEASONAL FLUCTUATIONS IN
THE GROUND MOISTURE THE CONTRACTOR SHALL TAKE 4ECE55ARY PRECAUTIONS
TO MINIMIZE DISTURBANCE OF THE NATURAL SOILS IM THE BUILDING AREA.
REINFORCING STEEL
1. CODES AND STANDARDS:
A REINFORCING STEEL SHALL COMPLY WITH :
I. CONCRETE REINFORCING STEEL INSTITUTE 'MANUAL OF
STANDARD PRACTICE.'
11 AMERICAN CONCRETE INSTITUTE 'DETAILNC MANUAL'', ACI 315
(OR 5P -00).
2. MATERIALS:
A REINFORCING STEEL SHALL BE NEW STOCK 0E1088E0 BARS AND
SHALL CONFORM TO ASTM A615, GRADE 60, IBM A DESIGN YIELD
STRENGTH OF 00.000 P51.
3, CONSTRUCTION:
A REINFORCING SHALL BE DETAILED. 80LSTERE0, AND SUPPORTED
PER ACI 315.
B. RENFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST.
SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT
OR IMPAIR 0300
11. REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS,
SLABS, FOOTINGS, ETC.
0. SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS
OF COMPRESSION AND /OR AT POINTS OF MINIMUM STRESS, TYPICAL
UNLESS 801ED OTHERWISE. LAP SPUCES SHALL BE 40 BAR DIAMETERS
LONG IN CONCRETE AND 48 BAR DIAMETERS LUNG IN MASONRY.
MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A
MINIMUM OF 30 BAR DIAMETERS EMBEDMENT.
E, BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL
BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR
THE HELO. DO NOT 01 -BEND OR RE -BEND A PREVIOUSLY BENT BAR.
F. REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED
AND 11E0 IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE
P059I011E3 WTH 111E FOLLOWING MINIMUM CONCRETE COVER:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER:
/6 AND LARGER 2'
/5 AND SMALLER 1 -I/2'
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS AND WALLS, /T1 AND SMALLER 3/4'
BEAMS AND COLUMNS, MAN REINFORCING OR TIES.... ..... 1 -1/2'
SLABS ON GRADE .................._,_,_.__ .._._..___CENTER OF SLAB
G. RENFORCIN5 STEEL IN MASONRY SHALL BE PLACED PRIOR TO
GROUTING WINO SHALL BE PLACED, POSITIONED, AND LOCATED
ACCORDING TO THE DRAWINGS. IT SHALL BE SECURED AGAINST
D ISPLACEMENT AT INTERVALS 110T TO EXCEED 200 BAR DIAMETERS OR
TEN FEET.
CONCRETE
1. CODES AND STANDARDS:
A. CONCRETE WORK SHALL COMPLY W1TH THE AMERICAN CONCRETE INSTITUTE
(ACI) EDITIONS OF:
I. AG 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
II. ACI 318 -05, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
III. AG 347, RECOMMENDED PRACTICE FOR CONCRETE FORM WORK.
2. MATERIALS:
A. C MENT SHALL CONFORM TO ASTM C150, TYPE I, PORTLAND CEMENT.
8. HARD ROCK AGGREGATES SHALL CONFORM TO ASTM 5330. 11GH1WcIGHT
AGGREGATES SHALL CONFORM TO ASTM 0330.
C. WATER SHALL BE POTABLE.
0. AIR ENTRAINMENT SHALL CONFORM TO ASTM 0260.
0. FLY ASH SHALL CONFORM TO ASTM C618.
F. CALCIUM CHLORIDE SHALL NOT BE USED.
3. MIx DESIGNS:
A. ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT 111E SITE AT ANY
GIVEN TIME.
B. A MI5 DESIGN THAT PRODUCES THE LOWEST SLUMP COMPATIBLE 111TH
PROPER PLACEMENT SHALL BE USED, 4' MAXIMUM.
C. CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: TYPE OF
MINIMUM MAX.
STRENGTH W/5
MEMBER AT 28 DAYS
(10) (RA710)
3000 0.50
FOOTINGS
FOUNDATION
WALLS: 3000
SLABS ON GRADE:
INTERIOR 4000
EXTERIOR 4000
DRY MAX. AIR MIN.
WEIGHT AGGREGATE ENTRAIN- CEMENT
5RE MEAT PER YO
(PCP) (INCHES) (5) (LEIS)
145 3/4 3 +/ -1 517
0.50 145 3/4 3 +/ -1 517
0.45 145 3/4 3 +/ -1 564
0.45 145 3/4 6 +/ -1 564
D. PEA GRAVEL AGGREGATE AND /0111 PLA5T1Cl2ER MAY BE USED IN CONGESTED
AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND /OR FOR WORKABILITY.
(CONTRACTOR'S OPTION).
E. LIMIT FLY ASH 10 150 OF THE TOTAL CEMENTATIOUS MATERIAL.
4.00NSTRUCTION:
A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT.
0, CONSTRUCTION JOINTS AND BULKHEADS SHALL 8E FORMED 00TH A KEY WAY.
C. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER
PLACEMENT OF OPENINGS. BLOCK OUTS. SLEEVES. CURBS. 00410U1TS. BOLTS.
INSERTS, EMBEDS, ETC.
5. FOOTINGS:
A. PROMOS 204 BEVELED KEY WAYS IN ALL WALL FOOTINGS.
B . CENTER FOOTINGS WITH THE WALL WINO /OR COLUMN ABOVE, TYPICAL UNLESS
NOTED OTHERWSE.
C. REINFORCING IN CONTINUOUS FOOTINGS SHALL 8E CONTINUOUS AT CORNERS
AN0 /OR INTERSECTIONS BY PROWDINO PROPER LAP LENGTHS AND /OR CORNER
BARS.
D. EXIEPJOR FOOTINGS SHALL BEAR BELOW 111E EFFECTS OF FROST.
E. NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING.
WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTUTIES. ETC.. THE
10011MG SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A 50008(TE WALL,
PIER, COLUMN ETC., SHALL BE EXTENOEO TO THE FOOTING AS REQUIRED.
F. BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED
DURING CONSTRUCTION SHALL BE BACK FILLED WITH A LEAN -610 CONCRETE (2000
PSI MIN.).
G. STAGGER COMMON FOOTING CONSTRUCTION JOINTS FROM WALL
CONSTRUCTION JOINTS BY AT LEAST 6 FEET.
6. SLA85 ON GRADE:
A. ALL SLABS ON GRADE SMALL BE A MINIMUM OF 4 INCHES THICK, SHALL
BEAR ON A 4 INCH MINIMUM LAYER OF FREE - CRANING GRAVEL, AND SHALL DE
OFINFO65ED WITH /4 BARS AT 16' 0 -C BOTH WAYS. TYPICAL UNLESS 00150
OTHERWISE. PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT.
7. WALLS:
A. CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED
OTHERWISE:
THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING
12' /3 0 24' 0.C. (STIRRUPS) 14 0 12° 0.C. EACH FACE
SEE PLANS. SCHEDULES. AND [WEALS FOR OTHER REINFORCING REQUIREMENTS.
B. PLACE VERTICAL REINFORCING IN CENTER OF WALL (EXCEPT FOR RETAINING
WALLS AND WHEN EACH FACE 15 SPECIFIED). DOWEL TO 500111N0 OR STRUCTURE
BELOW AND TO STRUCTURE ABOVE 00TH THE SAME SZE BAR AND SPACING AS
THE VERTICAL REINFORCING.
C. PROW0E CORNER BARS AT ALL INTERSECTIONS AND CORNERS, USE SAME
SZE BAR AND SPACING AS THE HORIZONTAL REINFORCING.
D. P100140T10NS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE
WALL AS THE WALL IS CONSTRUCTED.
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
CONCRETE RINGWYALL FOUNDATION DETAIL
SCALE.' I'!'
LAYER 1" TO 1 -1/2"
CRUSHED GRAVEL
(APPROX. 3.2 CUYDS)
SECONDARY CONTAINMENT LINER
60 -80 MIL CIRCULAR POLY SHEET
EXTEND UP FOUNDATION
WALL TO BASE OF TANK
NOTES:
1,000 BBL TANK
15' -6 "'x30' -0 "H STEEL TANK
5" STEEL ANCHORING FLANGE-•-•-•
INSTALL (8) 1 --1/2" POLY PIPE SLEEVES
EQUALLY SPACED AROUND FOUNDATION
(7' -10 ") APPROX. 6" BELOW TOC
WELD POLY PIPE SLEEVES TO LINER
1 -1/2 "016" ANCHOR BOLTS ASTM A307
SPACE EVERY 6' O.C. AROUND TANK
FINAL BOLT HOLE LOCATIONS TO BE PROVIDED
AS PER MANUFACTURER'S SPECIFICATIONS OF
ANCHORING FLANGE
1" CHAMFER ON EXPOSED CONCRETE EDGES
-1 1 �... k 1 ICI I I
III.
SLOPE 2% MIN.:.
111 -1
1 I -11 i1 ICI I _ _
1 I I -I -1 1_1I I -1 I -1I I -I I -I I
III III - I -I -III -111 C =111= 111 =�1=
11= 1 1-1 11 =111= 111 =1 I 1=111 =1 1
-1 -1 1�111 =1 II- 1 - III 11 -II-
BACKFILL USING NATIVE MATERIAL -I I 1=.T111-1
COMPACT TO 95% MAXIM1
DRY DENSITY (STANDARD UPROCTOR) I1
(8) HORIZONTAL #4 REBAR SPACED ' I=
EQUALLY IN WALL (4 EACH FACE)
PROVIDE 2" CONCRETE COVER
#3 STIRRUPS SPACED AT 24" O.C. ALONG WALL
1. COMPACT MATERIAL BELOW FOOTINGS TO 95% MAXIMUM DRY
DENSITY (STANDARD PROCTOR) PRIOR TO PLACING CONCRETE
FOR FOUNDATION TO PREVENT DETRIMENTAL SETTLEMENT
2. CONCRETE f'c SHALL BE 3,000 PSI
3. TOP OF CONCRETE FOUNDATION SHALL BE LEVEL WITHIN ±1/4"
IN THE TOTAL CIRCUMFERENCE (MEASURED FROM THE AVERAGE
ELEVATION)
4. TOP OF COMPACTED BEARING SOIL SHALL BE LEVEL WITHIN
±1 /2" IN THE TOTAL CIRCUMFERENCE (MEASURED FROM THE
AVERAGE ELEVATION)
5. CONCRETE VOLUME: 7.5 CUYDS.
6. #4 REBAR = 1,320 FT (INCLUDES 20% FOR LAP SPLICES)
#3 STIRRUPS 25 EACH (APPROX. 220 FT)
SLOPE FINISHED GRADE AWAY FROM TANKS (2% MIN.)
II III !Il-
1 I
111- -1 V- COMPACT TO 95% MAXIMUM
TERIAL
DRY DENSITY (STANDARD PROCTOR)
=11 r
111
F1
X12 °�
MidCont nent / Alaska SBU
Chevron North Americo
Exploration and Production
(3 #4 REBAR CONTINUOUS THROUGHOUT
FOOTING SPACED EQUALLY
PROVIDE 3" CONCRETE COVER ON BASE
50 A L E: 1' -1'
UINTAIE ENGINEERING & LAND SURVEYING
85 SOUTH 200 EAST - VERNAL, UTAH 84078
(4 B 5) 7 8 8 - 1 0 1 7
REV SCALE: DRAWN Br. SURVEYED Br: PROJECT, PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
NO
102
1.101
BY
CJ5
CJC
REW30N5
COMPANY REVIEW COMMENTS - 2/28/11
APPROVED FOR CONSTRUCTION - 3/4/11
1... 1' ! C.J.C. 1 C.O., B.E.B.
E -FILE:
,t.101/5A104 W1.1A5Dld 1AGLTI/IlA% Nx8OAROLaaa
SHEET NAME:
STRUCTURAL GENERAL NOTES & DETAILS
211 -1142
TUBE FILE:
23262
OATS: SHEET: DWG. N0.
2/16/2011 /0 OF /0 PBSR- 090356Yw- GY- FNO -UIN- 00000 - 00002 -00
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CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
1
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LOCATED IN
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GARFIELD COUNTY, COLORADO
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BENCHMARKS
B M #1
DESC.: SURVEY PNT NO. 396 (B.M.)
N: 17748.11
E: 51962.06
EL: 5991.33'
8M #2
D ESC.: SURVEY PNT NO. 398 (8.19.)
N:18177.62
0:52191.71
EL: 5993.82'
SCOPE OF WORK
I. 4002 SC" 96210414. 490 GRAM 1M7504ntsT713 r5
2110 03310 00+1964145 SSA 04 144[ 02005 DO +5 32
FA0214.
2 5 0 593503 1 X073 40.02. 10 A 6001 91 550242
SP.Or INE 5514400 MAX E1i*A00N /4 0144 722,
1 E16151.01 1 524421 0141 AS 910611 01 119 RA4.
OR04 51443 HAVE A MGM. 100E Of 051 APO 3, SOE
39005
PUCE 90 riots eF 40200102 *000 919E 41707020 OM
4. IERLY 9WO1D 920 AKA R°0R TO 10142 `A' LM 010 N0
9541- 494344V' 00_05. -474- 0011 -1 W 6-01 221 154230
SA 0000 00424000119
3, 520701 4051[01 9691 - 441 +2+- 0V- 1r -WV- 00000 - 00004 -OP
2.01 910 501749 +4*1 S07AN49 10 640040
IT REED 5TO D+0011351 TO 4.5050 9 90V -3/13 `M4W-0000 -45
DISTURBANCE AREA (NEW GRADING, INCLUDING DITCH)
3.14 ACRES
EARTHWORK VOLUMES
E0S11NG SAND, BENTONITE, & GRAVEL REMOVAL (6') . 830 CU. YDS.
EXCAVATION TO FINI0HE0 GRADE . 4430 CU. YDS.
7900 TO FINISHED GRADE ( +10x) - 60 CU. YDS.
6' DYER - EXCAVATION (FOR SURFACE GRAVEL) - 1340 CU. YDS.
NET EXCAVATION 10 RE REMOVED - 5110 CU. 305.
6' COMPACTED ROAD BASE - 1340 CU. YDS.
b
SCALE: 1' -30'
BY
REVISIONS
MidCont'nent / Alaska SR/
Chevron North America
Exploration and Production
SCAR:
DRAWN BY:
C.J.C.
SURVEYED BY:
PROJECT:
11 -1142
L02
C
COMPANY RENEW COMMENTS - 2/28/11
((01
JC
APPROVED FOR CONSTRUCTION - 3/4/11
E -FILE:
/CHEVRON/WATER MANAGEMENT FACILITY /35BVW.DWG
SHEET NAME:
GRADING PLAN
16/81 FILE:
23262
DATE: Sh1EE1:
2/16/2011 5 OF 10
UINTAN ENGINEERING & LAND SURVEYING
85 SOUTH 200 EAST - VERNAL. UTAH 84078
(436) 768 -1027
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
DWG. NO
REV.
P85R- 59835BVW- CIV- 5+T -UIN- 00000 - 00003 -01 _ U01
BOP - OCI£N57pY DIV Bi
STA O# 7 f
CULVERT OUTLET PROTECTION
•SEE DERAIL D ON DWG N0. 3'00-5583500-00--05-000-00000-00002-00
P
pow
POW - POW
p0W
r
'N. CD
35 Fr SETBACK
FROM NIGH VTA1ER • 1C
sYN
yl B1' e2 sr - -� `" Sr
SF SC — -------- SF ���
SLSF SF
100 -Y9 FL000PLAIN
SF
s1
SF
SL��
5100 L0L 40301
ID 0H 7? 10RIl)
Al if IA II ».1
WATER
4
1
1
1
1
+n: to 1.010 DR M.
NO 3117013011 13 a ICY 0005)
/7
L- ------ -
/
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
41‘4,
f
471
1
sow
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
I
7"
EX/SANG CENTRAL FRAC PAO
(OUTSIDE SCOPE OF WATER
MANAGEMENT FACILITY)
\
£CP- DIVERSION 1070/1
TA 7 +90
7.
\
asokLem Al
IFaralal£ move
0
\
\
t
1050019 ECM
TEMPORARY EROSION CONTROL (CONSTRUCTION BEST A04NAGEMENT PRACTICES - BMP )
SF
SF-52T FENCE 'SF OETA9 )' air ONC NO PBSR- 59833BNr- OV -Orl- 00-00000- -0100102 -00
PERMANENT EROSION CONTROL (PERMAAENT BESr MANAGEMENT PRACTICES - BMPS)
SL 32-3E49! (BRUSH BERM) .S'EE DETAIL 19' ON OAC NOL PBSR- 598358NF- 0Y- OA- UVN- 000027- 00007 -00
y)l W -WArRE (ELDER Rat) eat 0043 'E' 0W OMG ND PBSR- 598.158VW- CIV- 011- UOV -00 000OZ -O0
ST Sr- 530+(0£017 TRAP •5£E DEWS C' CAI OAG NO PBSR- 59435BVW- CTV- OR -l9N- 000037- 00002 -00
MULCH AND 5EEa 501E 530(£5 U 771 1£OETA RUE EROSON CONTROL IS £STAB1 /SNE0 AREAS usruBaE0
Br CLWSRWCR00 ACOMR£5 SNAIL ALSO BE MACHO, ANO SEEDED TO RE- ESTABLISH VECETARVE
EROSION CONTROL (MAY INCLUDE AREAS OUTSIDE DE Woo SNOW ON P95 PLAN).
DISTURBANCE AREA (NEW GRADING, INCLUDING DITCH)
3.14 ACRES
511E DRAINAGE CALCULATIONS
APPROX. 9TE DRA0IAGE AREA.
DRAINAGE LENGTH:
RUNOFF COEFFICIENT (BUROLI-ZIEGLER)
25YR -1HR STORM
36 ACRES
2.222 Fr
= 0.2
25014 -1HR STORM INTENSITY:
STORM FLOW.
DEPTH OF FLOW IN DIVERSION DITCH
VELOCT0:
= 130 n0IIr 1
= 15.2 cls
= 1.47 11
c 2.3 fps
100YR -1HR STORM
2570 -100 STORM INTENSITY:
51ORM FLOW:
DEPTH OF FLOW IN DIVERSION DITCH
VELOCITY:
1.65 In/hr
• 19.3 els
1.80 fl
2.5 fps
1YAAY 1IYA9(YS 05 3C/6Af 0 MA/ Hamm A11A4 A Se- • - 3240•0
0_ENCHMARKS
TH /J1
DESC.: SURVEY PNT
N:17748.11
E: 51962.06
EL: 5991.33'
BM ,y2
DESC.: SURVEY PNT
N:16177.62
5:52191.71
EL: 5993,82`
in
b
SCALE: 1' N 30'
N0. 396 (8.51.)
N0. 398 (B.M.)
INNO
MidContinent / Alosko SBU
Chevron North Americo
Exploration and Production
REV
NO
B
L02
CJC
001
SCALE:
REVISIONS 1' - 30.
COMPANY RENEW COMMENTS - 2/28/11
APPROVED FOR CONSTRUCTION - 3/4/11
DRAM 8Y: —1 SURVEYED BY:
01,C. GO., B.E.B.
E -FILE:
/CHE8RON/WATER MANAGEMENT FACILITY /358VW.ONG
SHEET NAME:
TEMPORARY AND PERMANENT EROSION CONTROL
PROJECT:
211-1142
TUBE FILE:
23
DATE:
2/16/2011
UINTA1l ENGINEERING k LAND SURVEYING
85 SOUTH 200 EAST - VERNAL. UTAH 84078
(455) 7 8 9 - 1 0 1 7
282
SHEET: DWG, NO, .
6 OF 10 PDSR- 59 6 3 58 49 -OV- SIT -UIN- 00000-017004 -01
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
REV,
1101
,
f--y- ) j \
+n: to 1.010 DR M.
NO 3117013011 13 a ICY 0005)
/7
L- ------ -
/
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
MANAGEMENT FACILITY 598 -35BV
TANK PROJECT
41‘4,
f
471
1
sow
LOCATED IN
SECTION 35, T5S, R98W, 6th P.M.
GARFIELD COUNTY, COLORADO
I
7"
EX/SANG CENTRAL FRAC PAO
(OUTSIDE SCOPE OF WATER
MANAGEMENT FACILITY)
\
£CP- DIVERSION 1070/1
TA 7 +90
7.
\
asokLem Al
IFaralal£ move
0
\
\
t
1050019 ECM
TEMPORARY EROSION CONTROL (CONSTRUCTION BEST A04NAGEMENT PRACTICES - BMP )
SF
SF-52T FENCE 'SF OETA9 )' air ONC NO PBSR- 59833BNr- OV -Orl- 00-00000- -0100102 -00
PERMANENT EROSION CONTROL (PERMAAENT BESr MANAGEMENT PRACTICES - BMPS)
SL 32-3E49! (BRUSH BERM) .S'EE DETAIL 19' ON OAC NOL PBSR- 598358NF- 0Y- OA- UVN- 000027- 00007 -00
y)l W -WArRE (ELDER Rat) eat 0043 'E' 0W OMG ND PBSR- 598.158VW- CIV- 011- UOV -00 000OZ -O0
ST Sr- 530+(0£017 TRAP •5£E DEWS C' CAI OAG NO PBSR- 59435BVW- CTV- OR -l9N- 000037- 00002 -00
MULCH AND 5EEa 501E 530(£5 U 771 1£OETA RUE EROSON CONTROL IS £STAB1 /SNE0 AREAS usruBaE0
Br CLWSRWCR00 ACOMR£5 SNAIL ALSO BE MACHO, ANO SEEDED TO RE- ESTABLISH VECETARVE
EROSION CONTROL (MAY INCLUDE AREAS OUTSIDE DE Woo SNOW ON P95 PLAN).
DISTURBANCE AREA (NEW GRADING, INCLUDING DITCH)
3.14 ACRES
511E DRAINAGE CALCULATIONS
APPROX. 9TE DRA0IAGE AREA.
DRAINAGE LENGTH:
RUNOFF COEFFICIENT (BUROLI-ZIEGLER)
25YR -1HR STORM
36 ACRES
2.222 Fr
= 0.2
25014 -1HR STORM INTENSITY:
STORM FLOW.
DEPTH OF FLOW IN DIVERSION DITCH
VELOCT0:
= 130 n0IIr 1
= 15.2 cls
= 1.47 11
c 2.3 fps
100YR -1HR STORM
2570 -100 STORM INTENSITY:
51ORM FLOW:
DEPTH OF FLOW IN DIVERSION DITCH
VELOCITY:
1.65 In/hr
• 19.3 els
1.80 fl
2.5 fps
1YAAY 1IYA9(YS 05 3C/6Af 0 MA/ Hamm A11A4 A Se- • - 3240•0
0_ENCHMARKS
TH /J1
DESC.: SURVEY PNT
N:17748.11
E: 51962.06
EL: 5991.33'
BM ,y2
DESC.: SURVEY PNT
N:16177.62
5:52191.71
EL: 5993,82`
in
b
SCALE: 1' N 30'
N0. 396 (8.51.)
N0. 398 (B.M.)
INNO
MidContinent / Alosko SBU
Chevron North Americo
Exploration and Production
REV
NO
B
L02
CJC
001
SCALE:
REVISIONS 1' - 30.
COMPANY RENEW COMMENTS - 2/28/11
APPROVED FOR CONSTRUCTION - 3/4/11
DRAM 8Y: —1 SURVEYED BY:
01,C. GO., B.E.B.
E -FILE:
/CHE8RON/WATER MANAGEMENT FACILITY /358VW.ONG
SHEET NAME:
TEMPORARY AND PERMANENT EROSION CONTROL
PROJECT:
211-1142
TUBE FILE:
23
DATE:
2/16/2011
UINTA1l ENGINEERING k LAND SURVEYING
85 SOUTH 200 EAST - VERNAL. UTAH 84078
(455) 7 8 9 - 1 0 1 7
282
SHEET: DWG, NO, .
6 OF 10 PDSR- 59 6 3 58 49 -OV- SIT -UIN- 00000-017004 -01
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598 -35BV)
REV,
1101
4,
P-rii;eiterfft"
w: - 1s
�+ I I �
•
a`►
elvvt
r
• 1? ill T tJ�2,
CHEVRON NORTH AMERICA
EXPLORATION AND PRODUCTION
PICEANCE BASIN
WATER MANAGEMENT FACILITY 598-35BV
TANK PROJECT
LOCATED IN
SECTION 35, T5S, R96W, 6th P.M.
GARFIELD COUNTY, COLORADO
•
e, .0 1
- 4. s
BY
CAC
REVISIONS
MidContinent / Alaska SBU
Chevron North America
Exploration and Production
SCALE:
100`
SCALE: 1.' l0*
UINTAH ENGINEERING & LAND SURVEYING
ILAINTAH
85 SOUTH 200 EAST — VERNAL. UTAH 84078
... .................. ... (496) 769 —IDI7
DRAWN BY TI SURVEYED BY PROJECT:
C.J.C. 1 C.C., 9 E.8. 211 -4442
COMPANY RENEW COMMENTS - 2/24/11
APPROVED FOR CONSTRUCTION - 3L4/10
E -FILE:
/CHEVRON/WATER MANAGEMENT FADUTY /358VW.OWO
SHEET NAME:
AERIAL PHOTO 'WITH SITE PLAN OVERLAY
TJBE. FILE:
23262
DATE:
2/10/2011
SHEET:
i of r
PICEANCE BASIN SKINNER RIDGE
WATER MANAGEMENT TANK
PROJECT (598- -35BV)
DWG. N0
P808- 59835880- CIV- 54T- UIN- 00000- 00006 -00
REV.
USN