HomeMy WebLinkAbout20132644.tiffFACILITY PLAN
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NOTE:
1. THE KMG 16-24i SWD FACILITY PAD HAS BEEN DESIGNED WITH A 1% CROSS
SLOPE FROM NORTH TO SOUTH TO FACILITATE DRAINAGE Of ON SITE
STORMWATER. A BERM AND/OR DITCH WILL BE CONSTRUCTED ALONG THE I
OUTER PAD EDGE TO CONTAIN STORMWATER ON SITE AND DIRECT FLOWS TO
THE PROPOSED DETENTION POND.
2. AFTER COMPLETION OF FACILITY PAD GRADING, ROAD BASE MATERIAL WILL BE
PLACED AT A DEPTH OF 2 INCHES AND COMPACTED USING MOBILE EQUIPMENT. EXISTING
3. EXISTING UTILITIES DISPLAYED ON THE GRADING PLAN ARE FOR REFERENCE OVERHEAD
PURPOSES ONLY. PRIOR TO CONSTRUCTION OR EARTHWORK, CONTRACTOR POWERLINE
WILL BE RESPONSIBLE TO CALL FOR LOCATES: (800) 922-1987.
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FACILITY PAD KMG 16-24i
SWD FACILITY PAD DESIGN SUMMARY I WELL PAD LEGEND
-
EXISTING WELL LOCATION
FACILITY PADQUANTITIES AND DESIGN
PARAMETERS FACILITY PAD QUANTITIES
fit111
PROPOSED WELT LOCATION
EXISTING CONTOURS O' INTERVAL)
PROPOSED CONTOURS El' INTERVAL)
CUT SLOPES = 3:1
FILL SLOPES = 3:1
SHRINKAGE FACTOR = 1.10
TOTAL CUT FOR FACILITY PAD = 2,558 C.Y.
TOTAL FILL FOR FACILITY PAD = 2,558 C.Y.
TOPSOIL 41' 4" DEPTH = 1,431 C.Y.
- EPL - EXISTING PIPELINE
-PPS- PROPOSED
NO
x G/ENO R/E
SWELL FACTOR = 1.00
EXCESS MATERIAL = 0 C.Y.
* PROPOSED
PROPOSED EIGHTS (M' TALL)
TOTAL FACILITY PAD AREA = 2.66 ACRES
TOTAL DISTURBANCE AREA = 3.47 ACRES
ROAD BASE MATERIAL VOLUME
TO BE ADDED TO FACILITY PAD = 450 C.Y.
(ASSUMING 2 INCHES DEPTH)
' - ' I CONCRETE
EARTHEN BERM
PAD • KMG 16.241 SWD FACILITY
FACILITY PAD - GRADING PLAN
16.241 SWD FACILITY
Kerr-McGee Oil &
Gas Onshore LP.
LOVELAND OFFICES
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R,.«IwiN.CAW INN
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0 30' 60'
HORIZONTAL 1 I'. 60'KMG
2' CONTOURS
LOCATED IN SECTION 24
T2N, R65W, 6TH P.M.
1099 iBtil Street
SHERIDAN OrHGE
E",N...I.......
SCALE: I'=60' DAIE, 4/2/13
SHEET NO:
WELD COUNTY, COLORADO
Denver, Colorado 80202
CONSULTING
LLC
REVISED: 5731/13
1 I E7< 1
PREVIOUSLY
DISTURBED AREA
RECLAIMED
EXISTING PAD
AREA
EXISTING
ACCESS ROAD
w is
EFL.
B
WELL PAD
DISTURBANCE
BOUNDARY
NOTES:
1. AFTER COMPLETION OF WELL PAD GRADING, PLATING
MATERIAL WILL BE PLACED AT A DEPTH OF 0.8 FEET
AND COMPACTED USING MOBILE EQUIPMENT.
2. EXISTING UTILITIES DISPLAYED ON THE GRADING PLAN
ARE FOR REFERENCE PURPOSES ONLY. PRIOR TO
CONSTRUCTION OR EARTHWORK, CONTRACTOR WILL
BE RESPONSIBLE TO CALL FOR LOCATES: (800) 922-1987.
3. WETLANDS AREA INFORMATION PROVIDED BY
OTTERTAIL ENVIRONMENTAL.
WELL PAD - KMG 16-24i DESIGN SUMMARY
WELL PAD LEGEND
EXISTING WELD
ANNIS 44-24
WELL PAD QUANTITIES AND DESIGN PARAMETERS
EXISTING GRADE is CENTER OF WELL PAD = 4894.9'
FINISHED GRADE ELEVATION = 4893.9'
CUT SLOPES = 3:1
FILL SLOPES = 3:1
SHRINKAGE FACTOR = 1.10
SWELL FACTOR = 1.00
TOTAL WELL PAD AREA = 2.05 ACRES
TOTAL DISTURBANCE AREA = 2.38 ACRES
WELL PAD - KMG 16-24i
WELL PAD - GRADING PLAN
KMG 16-24i
LOCATED IN SECTION 24
T2N, R65W, 6TH P.M.
WELD COUNTY, COLORADO
WELL PAD QUANTITIES
TOTAL CUT FOR WELL PAD = 583 C.Y.
TOTAL FILL FOR WELL PAD = 583 C.Y.
TOPSOIL 49 4" DEPTH = 1,101 C.Y.
EXCESS MATERIAL = 0 C.Y.
PLATING MATERIAL VOLUME
TO BE ADDED TO WELL PAD = 2,570 C.Y.
(ASSUMING 0.8 FEET DEPTH)
Kerr-McGee Oil &
Gas Onshore LP.
1099 18th Street
Denver, Colorado 80202
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CONSULTING, LLC
WETLANDS
AREA
EXISTING
OVERHEAD
POWERLINE
EXISTING WELL LOCATION
PROPOSED WELL LOCATION
EXISTING CONTOURS O' INTERVAI I
PROPOSED CONTOURS t7INTEIVA.
— CPL — EXISTING PIPELINE
- rte- PROPOSED %MUNE
k —J(— EXISTING TEN('
WETLANDS ARIA
d 30' 6n'
HORIZONTAL IZIMS=I1" = 60'
. 2' CONTOURS
'OATS: 3/26/131
SCALE: t'60'
REVISED:
IEE
5/8/13
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