HomeMy WebLinkAbout1.02 Site plans & scaled mapsATTACHMENT A
SITE PLAN AND SCALED MAPS
107° 43' 57.000" W
390 31' 8.152" N
39' 31'
39° 30'
390 29' 58.521" N
107° 43' 54.271" W
-107' 42`
107° 41' 10.854" W
�.�.�- .. 39 °31'12.027 "N
ss,. ,
-39° 31'
1927 North American Datum'. UTM grid zone 12
Generated by BigTopo7 (wwvv.igage.corrr)
Map compiled from USGS Quads. Silt; CO
Hunter Mesa CO
Il:NI t eal 00 K. *Mee.RA;
:b . t q'..I . t•n:f. -3
;'Tu1N 1N W i,q•is nA..
Tello AH tine n°F.i
u.
0 1/4 %2 Mile
�—i I
0 1000 2000 Feet
0 0.5 Kilometer
C - -11=
COLORADO
MAP LOCATION
Mme\ CLIENTS \CORDILLERAN \EN- CANA \E -P- WASTE- MAN \SITE(FIG1).0WG 03/23/2005 2:13PM SCALE: 1 " =2000'
-107" 42°
,f 390 3Q"
39° 30' 2.394" N
107° 41' 8.171" W
PROPOSED CENTRALIZED
E & P WASTE MANAGEMENT
FACILITY LOCATION
FIGURE 1
GENERAL SITE LOCATION MAP
CENTRALIZED E & P WASTE
MANAGEMENT FACILITY
ENCANA OIL & GAS (USA) INC.
GARFIELD COUNTY. COLORADO
REVISION DATE: 3/23/05
REVISION NUMBER 00/
DRAWN DV: RJV
APPROVED BY DC Cp ■
PROJECT # E05108 CORDI LLERAN
N88 °08'27 "E 269.79'
0
a
0
CORNER TIE NOTE:
The point of beginning bears
S72 °15'59 "E 1462.63' from the
west 1/4 corner of section 19.
POINT OF
BEGINNING
EXISTING ROADS
ENCANA
LOT 3
i
PROPOSED E & P WASTE
MANAGEMENT FACILITY
8.48 ACRES
�—
N11 °0/3'22"E 54.15'
N10 °17'09 "E 65.12'
�r N16 °20'01 "E 52.38'
N17 °05'02 "E 67.69'
130.80'
N83°17'07 "W
N83 ° 15'43"W 131.93'
WELL PAD
(K19NE)
1/4 SECTION LINE
SEC. 19
BASIS OF BEARINGS NOTE:
Basis of bearings is the south line of
the SE 1/4 of section 19, TSS, R92W,
6th P.M. which is taken from global
positioning satellite observations to
bear N88 °39'27 "E a measured
distance of 2662.27'.
S38 °18'13 "E 30.65'
FACILITY
BOUNDARY
S83 °04'38"W 44.82'
0 60 120
SCALE IN FEET
0,
cep
OM
N (V
ae
� r
O
Cl)
S31 °42'15 "E 50.96'
NOTE: ADAPTED FROM TRI STATE LAND SURVEYING INC
SURVEY DRAWING
M: \ctienis \COROiLLERAN \EN— CANA \E —P— Waste— man \site survey(fig2).dwg
FIGURE 2
SITE SURVEY MAP
CENTRALIZED E & P WASTE
MANAGEMENT FACILITY
ENCANA OIL & GAS (USA) INC.
GARFIELD COUNTY, COLORADO
REVISION DATE 3/23/05
REVISION Numnm DO,,
DRAWN BY: R,N
APPBCVED BY DC
PROJECT # E05105
SCALE: 1 "-120'
wl
.45 ior
CORDI LLERAN
ALT -2
GATE
V CHAIN
LINK
STORM WATER
DIVERSION DITCH
CULVERT ��
ENCANA
LOT 3
SECURITY
FENCE
it
STORM WATER
DETENTION POND
10FT FIRE
LANE
PROPOSED E & P WASTE
MANAGEMENT FACILITY
8.48 ACRES
2FT PERIMETER
EARTH BERM
SEC. 19
DRAINAGE DITCH
(ARROWS SHOW
DIRECTION OF FLOW)
0 60 120
SCALE IN FEET
GATE
L
FACILITY
BOUNDARY
WELL PAD
(K19NE)
6' CHAIN -
LINK
LEGEND
PROPOSED MONITORING WELL
LOCATION - 150 FEET TOTAL DEPTH
® PROPOSED LEAK DETECTION
WELL LOCATION (30 FEET TOTAL DEPTH)
ALT ALTERNATE LOCATIONS
NOTE: ADAPTED FROM TRI STATE LAND SURVEYING INC
SURVEY DRAWING
M:\ clients\ CORDILLERAN \EN — CANA \E —P— waste— man \site plan(43).dwg
PROPOSED
WATER SUPPLY
EST. >150 FT
TOTAL DEPTH
FIGURE 3
SITE PLAN AND LAYOUT MAP
CENTRALIZED E & P WASTE
MANAGEMENT FACILITY
ENCANA OIL & GAS (USA) INC.
GARFIELD COUNTY, COLORADO
REASION DATE:
3/23/05
I REVISION N0u9(A: O
DRAWN B.
RJV
APPROVED Bi: DC
PROJECT # E05 08
SCALE: 1" =120'
o
C0RDI LLERAN
0.495 OF BEAfil/AGS NO
Basis of Bearings Is the South line of
the SE 1/4 of Section 1$ 76S R92W,
6th P.14 ufileh is token iron Global
Posltlarhg SateRIe Observation to
bear N8839T7 £ a measured
distance of 2662.87.
FA 6.._.
, 7 Toe of ..
li tilt Slope
5642 - �......._.._.
t HHeeae'art 245.7e'
BASICS OF ELEVATION AWE
Basis of elevation Is the Rifle 2
Triangulation Slot/on. 39315186" N
Let. d 10747'07,78' W Lang. (NAD
87,L Elevation a 53231' (NAV088)
Detention Pond •
Actual holding capaci y.
f 2.070 Cubic Yards or �..
ENO ^ °--,: 9.930 tibia.
•illh11111f11l1I7.o.4 w�=
Facility
Boundary
1/4 Section Line
ESTIMATED EARTHWORK
QUANTITIES
(No Shrink or swell adjustments
hove been used)
(Expressed In Cubic Yards)
ITEM
CUT
FILL
EXCESS
PAD
7,040
0,550
-2,510
POND
4,040
0
4,040
TOTALS
11,080
9.550
1.530
CLYeVP4- LF NOTE. \
The Point of Beginn/rg bears
57275'59T 1462.63' from the
West 1/4 Corner of Section 19.
/ \
<, iAoht o
eginnkg
r eii ''-
Culvert
54.7Y
\I.
\£i:lstke' Roods
b
B
h
EnCana
Lot 3 1 ,k•�
F/3.5 z
S51'42.75'6 5055'
Well Pad
(!0'9NE)
40
FINISHED GRADE
EnCa.na
NW 1/4 SE 1/4
EXISTING GRADE
Section A — A'
EXISTING GRADE
—I1
—0. 4%
ENCANA OIL & GAS (USA) INC
E &P WASTE MANAGEMENT FACILITY
EXISTING GRADE CONTOURS & PROPOSED IMPROVEMENTS
SOUTH 1/2 SECTION 19, 7i6S, R92W, 6TH P.M
GARFIELD COUNTY, COLORADO
Section C — C'
FIN15H
FINISHED GRADE EXISTING GRADE
i
—0.94%
Section B — B'
Pond Cut Depths
(From Existing Grade to Bottom of pond)
Corner
Existing Elevation
Finished Devotion
Total Pat
1
5646.6'
5643.1'
5.5
2
5647.0'
5643.1'
3.9
3
5646,6'
5643.1'
3.5
4
5646.8''
5643.1'
5.7
5
5647.5'
5643.1'
4.4
6
5649.3
5643.1
6.2
0
u°7
4
x
0
0
MIIMM1111111111111M11•111•111■1111•111•
H O R I Z O N T A L S C A L E
0 0
N 0
V E R T I C A L S C A L E
lista
Berm
Berm not Included in
estimated earth work
quantifies.
3'
Typical Berm Section
No1 to Scale
CERTIFICATE
THIS Is TO CERTIFY THAT THE ASO
PREPARED FROM FIELD NOTES OF
BY ME OR UNDER MY DIRECT SUP,
SAME ARE TRUE AND CORRECT T
KNOVAIDGE AND BEIJEF -
1Q:✓A7: 1YA.1
AND P
EST OF M...4
• / 30125
REGIS
REGISTR
STATE sW.•
FILE: \ \s....Wo*Inw\RavIn WicAMA 2005410r rrmr \e.v\sRtaT I.e.s
S
SURIEI£6 8T C.D.S
DRAWN BY` R.V.C.
DATE' 5 -6 -05
SCALE 1' 700'
Di162 # 05 -0147a
Tri Slate
Gana' Surveying. Inc.
\(435) 781 -2501
160 NORTH VERNAL AVE . VERNAL, UTAH 134076
SHEET
8.495 or SEARPIGS MOTE'
Basis of Bearhgs•Is the South line. of
Me S£ 1/4 of Section 1St 755 89216
5th P.M. which to taken from Global
Posltionkrg Satellite Observations to
bear /1883927"£ a measured
distance of 2662.8Y.
5647_:
sesonre 2e9.74'
4720fi NOM
Basis of elevation is the RI6e 2
Triangulation Station. 3931'5x 80" N
Lot. & 1074707.78" W Long (NAO
8.T). Elevation = 53211' (NAV188).
filAr � Detention Paid
llt
Actual
2.07D Cubic d Cubic or Itr 5►
1HISr 9.930 obis. 14%
c/a.; c. 19
Si%TCANA OIL & GAS PIA) INC
E&P TYASTE MANAGEMENT FACILITY
FINISHED GRADE CONTOURS & IMPROVEMENTS
SOUTH 1/2 SECTION 19, T6S, R921f; 6TH PM
GARFIELD COUNTY, COLORADO
Ca
Construct
Diversion - Ditch I
1//6
Oti191iR FE NOTE
The Port of Beginning bears
57275'59T 146283' from the
14kvst 1/4 Corner of Section 79.
/ \ E
PoOit o?
. Begbnnhg.
Poss. -,‘14196.22.E
I
7
1/4 Section Line
ISE -3063'
EnCavta
Lot 3
m
ESTIMATED EARTHWORK
QUANTITIES
(No Shrink or swell adjustments
have been used)
(Expressed In Cubic Yards)
ITEM
CUT
FILL
EXCESS
PAD
7,040
9,550
-2,510
POND
4,040
0
4,040
TOTALS
11,080
9,550
1,530
S31'4215t 50.ed
F/3 5
\. NASIYOYw t30gY
eeAY7'43'w tall.e3'
Well Pad
(109N5)
4D
SI
S63'D43811
41 eY
Re
+4
Nos
Facerty
Boundary
131.F/J.9
rr
h
knew=
NW 1/4 SE' 1/4
Section A —
hats:,
All cut and fill elopes
are 3:1 unless
otherwise noted.
E)OSIING GRADE
—6
FINISHED GRADE
-0.94X
Section C — C'
FINISHED GRADE
0.941:
Section B — B'
Pond Cut Depths
(From Existing Grade to Bottom of pond)
Corner
Enetinq Elevation
Finished Elevation
Total Cut
1
5648.6'
5643.1'
5.5
2
5647.0'
5643.1'
3.9
3
5645.6'
56411'
3.5
4
5648.8'
56411'
5.7
5
5647.5'
5643.1'
4.4
6
5649.3'
5643.1'
6.2
N
o
o °
H O R I Z O N T A L S C A L E
n o
VERTICAL SCALE
Note:
Berm not Included in
estIrnoted earth work
quantities,
1'
Typical Berm Section
Not to Soots
CERTIFICATE
THIS IS TO CERTIFY THAT THE ABO
PREPARED FROM FIELD NOTES OF
BY ME OR UNDER MY DIRECT SUP
SAME ARE TRUE AND CORRECT TO
KNOM.€DGE AND BELIEF
I
S
AND ®y
y EST OF Mme.
# 30125
•
TILE \\ SwwrVray.Vpf' ass .Ip aM TaooVRT PAIL
REGIS
REGIS
STATE
SET 2.dav
SURVEYED BC C.D.S.
DRAW BY R.V.C.
DATE- 5 -6 -05
SCALE: 1" - 100'
045 / 05 -0147b
/'r Stale
.tared Surveying. /no.
\ (435) 781 -2501
180 NORTH VERNAL AVE. VERNAL, UTAH 134078
SHEET