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Project Name: Laramie Energy Pump Cover Stru e
Building Use: Unoccupied structur no electrical wi ng. 936 square feet, intended to provide cover for
pump(s) from extreme weather co 'tions. -Essentially a protective shell.
Project Address and Legal Description:
Property Address: 4110 213 COUNTY RD, DEBEQUE
Legal:
Section: 21 Township: 6 Range: 97 SEC. 4 LOTS 9(40A) 16(40A) W1/2SW SEC. 5
LOTS 5 (40.14A)6(40.03A)7(39.91A)8(E 1.62A)9(40A)10(40 A) 11(40A) 12(40A)
13(40A) 14(40A) 15(40A) 16(40A) S1/2 SEC. 6 LOTS 14(E1/2 20A) 15(40A) 16(40A)
17 (E1/2 20A) E1/2W1/2SE, E1/2SE SEC8 E1/2, E1/2W1/2, SWNW, W1/2SW SEC 9
ALL SEC 15 ALL SEC 16 ALL SEC. 17 ALL SEC. 18 E1/2, SENW SEC. 19 NE, E1/2NW,
E1/2W1/2NW, THAT PT OF SESE LYING BELOW THE MAHG. MKR.(NET 14.76A) SEC
20 ALL SEC 21 ALL SEC 22 ALL SEC. 28 N1/2, THAT PT OF THE S1/2 LYING ABOVE
THE MAHG. MKR.(NET 165.4A) SEC. 29 ALL SEC. 30 THAT PT OF THE E1/2 & SW
LYING BELOW THE MAHG.MKR.(NET 151 .84A) SEC 31 THAT PT OF LOTS 5,6,7
LYING BELOW THE MAHG. MKR.(NET 117.73A) SEC32 LOTS 1(54.85A) 2(54. 85A)
3(54.87A) 4(54.87A) SEC. 33 THAT PT OF LOTS 3 LYING ABOVE THE MAHG.
MKR.(NET80.27A) SEC. 4-7-97 THAT PT OF TRS 78,79,80&81 LYING ABOVE MAHG.
MKR. (42.7A) SEC. 5 THAT PT OF TRS 80(125.42A) 81(130A) LYING IN SEC. 5 TR
82(80.05A) 83(80A) SEC. 6 TR 84 (160A) 85(160A)
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Laramie Energy, LLC
Proposed Pump Cover Structure
GENERAL VICINITY MAP
The State Of Colorado
Laramie Energy, LLC
CENTRAL WATER TREATMENT
& STORAGE FACILITY
LOCATED IN
SECTION 29, T6S, R97W, 6th P.M.
GARFIELD COUNTY, COLORADO
ZONE DISTRICT IS
RESOURCE LAND—GENTLE SLOPE
& LOWER VALLEY FLOOR
T6S, R97W, 6th P.M.
Znson S895956"W - 2649.63' (Meas.) WEST - 2640.33' (0.50.)
lla4 0
T..
e
oo s000e 49.293 Ae.. 9/-
8
d
1224'
J
17Bross Cap.
9/89 899 o4
CENTRAL WATER TREATMENT
& STORAGE FACILITY
9.an
17 e,1 a0
929..,7 �Vi
to 09)
o)r _seasre.®--
Oa r putJ
C ma
999 19.99975.1
LEGEND: N 0,25/944
L - 90' SYMBOL
• = PROPOSED WELL HEAD.
= SECTION CORNERS LOCATED.
WEST - 2640.00' (0.8.0.)
BASIS OF BEARINGS
BASIS OF BEARINGS 15 A G.P.S. OBSERVATION.
(NAD 03)
LATITUDE = 39'29'20.31" (39.488975)
LONGITUDE = 10814'54.47' (100.248464)
(NAD 27)
LATITUDE = 3929'20.39" (39.488997)
LONGITUDE = 10814'52.17" (108.247825)
BASIS OF ELEVATION
SPOT ELEVATION AT 1HE NORTHWEST CORNER OF
SECTION 30, T5S, R95W, 6th P.M. TAKEN FROM THE
FORKED GULCH QUADRANGLE. COLORADO, GARFIELD
COUNTY, 7.5 MINUTE SERIES (TOPOGRAPHICAL MAP)
PUBLISHED BY THE UNITED STATES DEPARTMENT OF
THE INTERIOR, GEOLOGICAL SURVEY. SAID ELEVATION
15 MARKED A5 BEING 5966 FEET.
SCALE
CERTDCATE
MIS IS TO CER1IFY MAT ME MOVE
28
48377. �\
C
9
A9//J1\..
r G
%
APPROXIMATE OXY S
PROPERTY BOUNDARY
Property LMe
Approximate St
Boundary Contains
1,
19.232 Acres/
EXISTING WATER TREATMENT
& STORAGE FACILITY TO BE
UPGRADED
iI
'Laramie Energy, LLC
PARCEL
216921400026
Approximate location of
Pump Cover Structure
Property L • e
,Laramie Energy, LLC
- 216921400026 1
A : d
..x
r
�Guard shook
NOTE:
COMPRESSOR SITE BEARS 510'43'03"W
1962.09' FROM THE WATER TREATMENT
& STORAGE FACILITY.
VICINITY MAP
SCALE 1"=1000'
OXY USA WTP LP PARCEL NUMBER 216921400026 LEGAL DESCRIPTION
PROPERTY AREA SHOWN ABOVE DOES NOT SHOW ALL PARCELS OWNED BY 089 USA WiP LP IN THEIR ENTIRETY.
THE FOLLWING DESCRIPTION WAS PROVIDED BY CORDILLERAN, A DIVISION OF OLSSON ASSOCIATES ON 5-7-09:
SECT,TWN,RNC: 21-6-97 DESC: SEC. 4 LOTS 9(40A) 16(40A) W1/2SW SEC. 5 LOTS 5 DESC:
(40.14A)6(40.03A)7(39.91A)8(E 1.62A)9(404)10(40 DESC: A) 11(402) 12(40A) 13(40A) 14(404) 15(40A) 16(40A) DESC:
51/2 SEC. 6 LOTS 14(E1/2 20A) 15(40A) 16(40A) 17 DESC: (E1/2 20A) E1/2W1/25E, E1/2SE 5E08 E1/2, E1/2W1/2,
DESC: SWNW, W1/2SW SEC 9 ALL SEC 15 ALL SEC 16 ALL SEC. DESC: 17 ALL SEC. 18 01/2, SENW SEC. 19 NE,
E1/2NW, DESC: E1/2W1/2NW, THAT PT OF SESE LONG BELOW THE MAHG. DESC: MKR.(NET 14.76A) SEC 20 ALL SEC 21
ALL SEC 22 ALL DESC: SEC. 20 NI/2, THAT PT OF THE S1/2 LYING ABOVE THE DESC: MARG. MKR.(NET 165.4A) SEC.
29 ALL SEC. 30 THAT PT DE50: OF THE E1/2 & SW LYING BELOW 11-1E MAHG.MKR.(NET 151 DESC: .84A) SEC 31 THAT
PT OF LOTS 5,6,7 LYING BELOW THE DESC: MAHG. MKR.(NET 117.73A) SEC32 LOTS 1(54.05A) 2(54. DESC: 85A)
3(54.87A) 4(54.874) SEC. 33 THAT PT OF LOTS 3 DESC: LYING ABOVE THE MARG. MKR.(NET80.27A) SEC. 4-7-97
DESC: THAT PT OF TRS 78,79,00&81 LYING ABOVE MAHG. MKR. DESC: (42.7A) SEC. 5 THAT PT OF TRS 00(125.42A)
81(130A) DESC: LYING IN SEC. 5 TR 02(00.05A) 83(80A) SEC. 6 TR 84 DESC: (160A) 05(16041 86(152.970)
87(153.732) SEC7 TR 88 DESC: (160A) 09(160A) 90(153.63A) 91(153.73A) AKA PT OF DESC: TRIUMPH 47, PT OF
DENVER MINING CLAIMS 3,4,5,6, PT DESC: OF DERE 2.3.5,6 DENVER 43,44, PT OF DENVER 42,111, DESC: 112 DENVER
45-52 BK.0652
Revised: 01-25-10 K.G
TA
PROPOSED OVERALL SITE PLAN
UINTAH
UINTAN ENGINEERING & LAND SURVEYING
ed LOUTH Ne LASS
afRNAA UTAH 84078
01x08 1444 - POO OW) teF *UM
SCALE:
AS SHOWN
DATE
5-13-09
SURVEYEDBY.
B.J.
MANN BY:
K.G., P.M.B
OLE
2 3 1 6 6
o .
co
/7y2.q
CO m o'
Electrical
Pone!
Chemical
Tank
18" Containment
Electrical
Panel Building
,.,..._ (9'x73 68'H)
ti
Storm
Water
Drain
i
Power Phase
Step Down
Building
(8'x70'x8H)
Generator
Building
(12'x18'x
xisting
Wafer Handling
C
_ - Stoatch rm BasinWater
7Factlity Boundary Trash Bins (Re—Excavate)
(8x40xBH)
*t
Storm
Water
Drain
Structure
Skid
(Temporary)
CZ)Elecfrical
Panel
24"' Cu/vert
Existing Road
Laramie Energy, LLC
CENTRAL WATER TREATMENT
& STORAGE FACILITY
LOCATED IN
SECTION 29, T6S, R97W, 6th P.M.
GARFIELD COUNTY, COLORADO
ZONE DISTRICT IS
RESOURCE LAND—GENTLE SLOPE
& LOWER VALLEY FLOOR
Buried
Tank
C3'.
Operations
-'Waste
Collection 'k /
Point
Cement
Platform
Pump Cover Structure
52' 6" X 18'
f
NOTE: LOCATE AND
PROTECT EXISTING
PIPELINE
,
i
)z
/ 1
2" Produced
Water Line In
1 1
Existing
Storm Water
Catch Basin
Re—ExcavateA'
6�
Existing
Gate
Portable
Storage Shed
(16'x21 e9H)
Proposed
/ /
c) Proposed
Cut Slope/
Diversion
/
Pad Berm /
1.24 Ac. to Catch Basin
A000 cu. ft./Ac. Pad
Vol = 4,960 cuff.
L= 84: W=26; 0=6.0'
(Proposed)
5g94 f� Laydown/Storage Yard
,5,9q2Pad El. = 5995.4 +
PROPOSED
CUT SLOPE
1.5: 1
Proposed
Catch Basin
Proposed
Pod Berm /
Proposed /
• Toe Berm /
PROPOSED
FILL SLOPE
1.5:1
Creek High
Water Mark
0.21 Ac. to Catch Basin
3,600 cu. ft./Ac. Drainage
Vol. = 756 cuff.
L= 80; W=12: 0=4'
Water
Sampling Point
>1A
Aj.-
•`I
6n_
1.04 Ac. to Catch Basin
4,000 cu. it./Ac. Pod
Vol. = 4,160 cu. ft.
L= 70: W=28 0=6.5'
LEGEND:
I I
I II
II
II
NOTE: LOCATE AND --__
PROTECT EXISTING
PIPELINES PRIOR TO"�_
(CONSTRUCTION
PROPOSED
TOE BERM
PROPOSED
FILL SLOPE
1.5:1
- Water Handling Facility Boundary
Produced Water Line
O = Water Sampling Point
+= Proposed Monitor Well
SWMP LEGEND:
//
Cr,
N
B — BERM
CD — CHECK DAM
CP — CULVERT PROTECTION
D — DIVERSION
ECB — EROSION CONTROL BLANKETS
FB — FILTER BERM (SLASH)
LG — LAND GRADING
LWC — LOW WATER CROSSING
M — MULCHING
R — RIPRAP
RV — REVEGETATION
RSD — ROADSIDE DITCHES
SCE — STABILIZED CONSTRUCTION ENTRANCE
SF — SILT FENCE
T — TERRACING
TO — TURNOUT
VB — VEGETATED BUFFER
W — WATTLES
-5978
976
/ Existing
Drainage /
�
,///H 1„)
1
SCALE
Revised: 06-16-10 K.G.
Revised: 02-10-10 K.G.
Revised: 01-25-10 K.G.
Revised: 01-25-10 K.G.
Revised: 11-30-09 K.G.
ioU
EROSION CONTROL,
GRADING & DRAINAGE PLAN
LAYDOWN/STORAGE PLAN (Proposed)
SHEET 3 OF 6
1
u111NTAH
UHITAH ENGINEERING x L AND SURVEYING
vb SOMA ZOO 14048
aHwA. UTAH 04078
el Ye. - MIR I«.I 1110,01 Mac.em
SCALE:
AS SHOWN
BATE:
5-13-09
SURVEYED BY:
B.J.
BRAVR! BY:
D.N.W., P.M.B.
FILE:
2 3 1 6 6