HomeMy WebLinkAbout1.11 Pond 10 Engineered DrawingsBLM
BLM
BLM
OXY
OXY
OXY
SAVAGE LIMITED PARTNERSHIP I& GEORGE M. ANDERSONREVOCABLE TRUST
PROPOSED PITCENTER COORDINATES/$7,78'(1/21*,78'(:NAD 83 DATUM
1414 ELK ST., SUITE 202
ROCK SPRINGS, WY 82901(307) 362-5028
1
3/6/14
ISSUED FOR BID
DESCRIPTION
DATE
LGB
CSW
SCALE: AS SHOWNJOB No.: 20347GARFIELD COUNTY, COLORADO
SHEET 1 OF 6REV
03/06/2014 J:\20000\20347\Drainage Report\Drainage Plan Map.dwg
2000
0
SOURCE: WWW.GEOLOGY.COM
PROJECT LOCATION
COLORADO VICINITY MAPNOT TO SCALE
PROJECT LOCATIONSCALE: 1" = 2,000'
REPRESENTATIVE POND PROJECTIMAGES OBTAINED FROM VARIOUSCOMMERCIAL INTERNET WEBSITES.
GARFIELD COUNTY, COLORADO
182.0'
274.0'
74.0'
166.0'
215.5'
204.0'
296.5'
194.0'
286.0'307.7'
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XXXXXXXXXXXXX
400
1414 ELK ST., SUITE 202
ROCK SPRINGS, WY 82901
(307) 362-5028
13/6/14 ISSUED FOR BID
DESCRIPTION
REVISIONS
DATE
LGBCSW
SCALE: AS SHOWN
JOB No.: 20347
GARFIELD COUNTY, COLORADO
DRG-SITE-20347
SHEET 2 OF 6
REV
1
POND 10 UPGRADE
DETAILED SITE PLAN
03/06/2014 J:\20000\20347\Drainage Report\Drainage Plan Map.dwg
SAVAGE LIMITED PARTNERSHIP I &GEORGE M. ANERSON REVOCABLE TRUST
OXY USA INC.
SAVAGE LIMITED PARTNERSHIP I &
GEORGE M. ANERSON REVOCABLE TRUST
OXY USA INC.
OXY USA INC.
OWNERSHIP BOUNDARY
PUMP PAD
OWNERSHIP
BOUNDARY
OXY USA INC.
POND 10
NOTES:
1.NORTHING AND EASTINGS REFERENCED TO
STATE PLANE COORDINATES, COLORADO
CENTRAL ZONE, U.S. SURVEY FEET, NAD 27.
2.FACILITY BOUNDARY INCLUDING POND 10
$5($$&5(6
BIRD NETTING FENCE
10' BUFFER (TYPICAL)
10' ACCESS ROAD (TYPICAL)
CEMENT PAD
GENERATOR
ELECTRIC RISER
FUEL GAS
RISER
8" G.G FROM
BAKER CANYON
8" POLYLINE
FROM CWHF
3" W.G.
PIPELINE
8" G.G. PIPELINE
EXTERIOR FENCE
(TYPICAL)
STORAGE
AREA 1
STORAGE
AREA 2
BEGIN
SWALE
END SWALE - DISCHARGE
TO ROAD DITCH
BEGIN
SWALE
BEGIN
SWALE
BEGIN
SWALE
EXISTING OXY LEASE ROAD
ACCESS RAMP TO PAD
AC CE S S R A M P TO P A DA ND S TO R A G E AR E A S
BEGIN
SWALE
2' FREEBOARD
MAXIMUM HIGH
WATER MARKTOP OF FREEBOARD
TOP OF PIT
2' FREEBOARD
2' FREEBOARD2' FREEBOARD
8" POLY FROM
SAVAGE POND
SAVAGE POND
A C C E S S R A M P T OS T O R A G E A R E A 1
3:1 INTERIOR SLOPES
3:1 INTERIOR SLOPES
3:1 INTERIOR SLOPES3:1 INTERIOR SLOPES
2:1 SLOPES2:1 SLOPES
A
A
B
B
C
C
SEDIMENT
TRAP 1
END SWALE - DISCHARGE
TO SEDIMENT TRAP
BEGIN
SWALE
END SWALE - DISCHARGE
TO SEDIMENT TRAP
RETENTION
POND
END SWALE - DISCHARGE
TO CONCRETE TROUGH
AND RETENTION POND
END SWALE -
DISCHARGE TO
RETENTION POND
END SWALE - DISCHARGE
TO CONCRETE TROUGH
BEGIN
SWALE
END SWALE - DISCHARGE TO
EXISTING CONCRETE TROUGH
SEDIMENT
TRAP 3
FUTURE TANKS
BEGIN
SWALE
END SWALE - DISCHARGE
TO SEDIMENT TRAP
N 607270.18
E 1225403.78
N 607104.70
E 1225416.89
N 607110.54
E 1225490.66
N 607276.02
E 1225477.55
STORAGE
AREA 3
6
:
SW COR SEC 5T.7S, R. 97W, 6TH P.M.
2285.01'
6
(S1/4 COR SEC 5
T.7S, R. 97W, 6TH P.M.379.26'
BEGIN
SWALE
END SWALE - DISCHARGE
TO SEDIMENT TRAP SEDIMENT
TRAP 2
D
E
D
E
C1
C2
S1
S2
S7
S8
S9
SP1
SP2
SR1
S3
C3
SWALE
CATTLE GUARD
LEGEND
S1
C1
182.0'
274.0'
74.0'
166.0'
215.5'
204.0'
296.5'
194.0'
286.0'307.7'
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XXXXXXXXXXXXXXXXX
300
1414 ELK ST., SUITE 202
ROCK SPRINGS, WY 82901
(307) 362-5028
13/6/14 ISSUED FOR BID
DESCRIPTION
REVISIONS
DATE
LGBCSW
SCALE: AS SHOWN
JOB No.: 20347
GARFIELD COUNTY, COLORADO
DRG-PIT-20347
SHEET 3 OF 6
REV
1
POND 10 SITE DIAGRAM
DETAILED PIT PLAN
03/06/2014 J:\20000\20347\Drainage Report\Drainage Plan Map.dwg
PRIMARY PIT
INSIDE TOP286'+ x 194'+TOTAL PIT VOLUME (INCLUDING 2' OF FREEBOARD)
INSIDE BOTTOM166' x 74'22,978 CU. YDS. 14.243 ACRE FEET110,499 BBL
INSIDE SLOPES3:1
OUTSIDE PAD SLOPES2:1 LIQUID PIT VOLUME (EXCLUDING FREEBOARD)
DEPTH OF PIT20.0' MINIMUM19,079 CU. YDS. 11.826 ACRE FEET91,749 BBL
MAX LIQUID DEPTH18.0'
FREEBOARD DEPTH2.0' MINIMUMSURFACE AREA AT MAX. LIQUID DEPTH OF 18.0'
648$5()((7$&5(6
RETENTION POND_______________
INSIDE TOP
[
TOTAL POND VOLUME
INSIDE BOTTOM
[
1,100 CU. YDS. 0.682 ACRE FEET5,290 BBL
INSIDE SLOPES2:1
OUTSIDE SLOPESN/ASURFACE AREA AT MAX LIQUID DEPTH OF 7.5'
MAX LIQUID DEPTH7.5'5,994 SQUARE FEET$&5(6
FREEBOARD DEPTHN/A
SEDIMENT TRAP 1 ___
INSIDE TOP
[
TOTAL POND VOLUME
INSIDE BOTTOM
[
62 CU. YDS.0.038 ACRE FEET298 BBL
INSIDE SLOPES2:1
OUTSIDE SLOPES2:1SURFACE AREA AT MAX LIQUID DEPTH OF 4.0'
MAX LIQUID DEPTH4.0'784 SQUARE FEET$&5(6
FREEBOARD DEPTHN/A
SEDIMENT TRAP 2 ___
INSIDE TOP
[
TOTAL POND VOLUME
INSIDE BOTTOM
[
69 CU. YDS.0.043 ACRE FEET332 BBL
INSIDE SLOPES2:1
OUTSIDE SLOPES2:1SURFACE AREA AT MAX LIQUID DEPTH OF 3.0'
MAX LIQUID DEPTH3.0'960 SQUARE FEET$&5(6
FREEBOARD DEPTHN/A
FACILITY BOUNDARY
$&5(6
NOTES:
1.SLOPES SHALL BE AS SHOWN ON DRAWINGS. ALL PRIMARY PIT INTERIOR BERMS SHALL BE 3:1 (H:V).
2.NO VEGETATION OR ORGANIC MATERIAL WILL BE PERMITTED TO BE PLACED IN FILL SLOPES.
3.REGULAR MAINTENANCE OF ALL BERMS AND CHANNELS WILL BE REQUIRED.
4.ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES WILL BE STRICTLY ADHERED TO.
NORTHINGEASTINGELEVATIONDESCRIPTION
606879.801226332.316068.32SE COR TRACT 83-B
606913.221224991.695806.19SW COR TRACT 83-B
606853.671225769.685849.02S 1/4 COR SEC 5
606872.751223655.466154.29SW COR TRACT 38
606938.571223137.936327.90SW COR SEC 5
609574.891223217.726408.19W 1/4 COR SEC 5
612126.771223286.246131.69NW COR SEC 5
611970.091228545.888034.67NE COR SEC 5
605580.461224975.345782.16SW COR TRACT 39
607276.021225477.555825.30NE PIT BOTTOM COR
607193.631225488.445826.75EAST PIT BOTTOM
607110.541225490.665825.30SE PIT BOTTOM COR
607104.701225416.895825.30SW PIT BOTTOM COR
607187.091225406.005826.75WEST PIT BOTTOM
607270.181225403.785825.30NW PIT BOTTOM COR
607334.121225527.115843.30NE PIT COR HIGH WATER
607060.981225548.765843.30SE PIT COR HIGH WATER
607046.601225367.335843.30SW PIT COR HIGH WATER
607319.741225345.685843.30NW PIT COR HIGH WATER
DATUM: STATE PLANE COORDINATES , COLORADO
CENTRAL ZONE, U.S. SURVEY FEET, NAD 27
THE BASIS OF BEARINGS FOR THIS PLAT IS THE COMMON LINE BETWEEN TRACT
83-B AND TRACT 39, TOWNSHIP 7 SOUTH, RANGE 97 WEST, OF THE 6TH PRINCIPAL
MERIDIAN, GARFIELD COUNTY, COLORADO, BEING MONUMENTED ON THE WEST
WITH AN ALUMINUM CAP L.S. 37897 AND ON THE EAST BY A 2.5" GLO BRASS CAP
+$9,1*$%($5,1*2)6287+
($67
PRIMARY PIT, RETENTION POND, SEDIMENT TRAPS, CHANNELS, UPGRADED PAD, BERM CONSTRUCTION AND EXCESS SPOIL PILE
CUT4,690 CU. YDS.
FILL1,127 CU. YDS.
EXCESS SPOIL PILE3,946 CU. YDS.
NET FILL 383 CU. YDS.
NOTE: ALL VOLUMES BANK TO BANK WITH NO BUILT IN COMPACTION CONTINGENCY.F 3.1
C 2.3
LEGEND:
DESIGN FILL AMOUNT (FEET)
DESIGN CUT AMOUNT (FEET)
5840.1DESIGN ELEVATION (FEET)
5840DESIGN CONTOUR (FEET)
POND 10
2' FREEBOARD
MAXIMUM HIGH
WATER MARK
TOP OF FREEBOARD
TOP OF PIT
2' FREEBOARD
2' FREEBOARD
2' FREEBOARD
3:1 INTERIOR SLOPES
3:1 INTERIOR SLOPES
3:1 INTERIOR SLOPES3:1 INTERIOR SLOPES
A
A
B
B
C
C
RETENTION
POND
SAVAGE LIMITED PARTNERSHIP I &GEORGE M. ANDERSON REVOCABLE TRUST
OXY USA INC.
OWNERSHIP BOUNDARY
SAVAGE LIMITED PARTNERSHIP I & GEORGEM. ANDERSON REVOCABLE TRUST
OWNERSHIP BOUNDARY
OXY USA INC.
-1.7% GRADE
-1.7% GRADE
2:1 SLOPE
2:1 SLOPE
2:1 SLOPE
*5$'(
*5$'(
*5$'(
-2.0% G R A D E
-2.0% G R A D E
-2.0% GRADE
-2.0% GRADESTORAGE AREA 3
EXISTING CONTOUR (FEET)
SEDIMENT TRAP 3_______________
INSIDE TOP
[
TOTAL POND VOLUME
INSIDE BOTTOM
[
90 CU. YDS. 0.056 ACRE FEET433 BBL
INSIDE SLOPES2:1
OUTSIDE SLOPES2:1SURFACE AREA AT MAX LIQUID DEPTH OF 5.0'
MAX LIQUID DEPTH5.0'1,000 SQUARE FEET$&5(6
FREEBOARD DEPTHN/A
D
E
SEDIMENT
TRAP 2