(Basis of Bearings)
N 88°21'51" E 4715.97'
WCR 100
NW Corner
Section 36
Alum. Cap
PLS 26964
Proposed
Access
State 2-36-9-61
NE Corner
Section 36
Alum. Cap
PLS 22097
Surface Location
302 FNL 1041 FEL
S 58°38'06" E 547.91'
Ground Elev 4932.7 (True N (S 57°45'45" E)
Pad Elev 4932.4
LAT:40.71171
LON:-104.14949
600 FNL 600 FEL
5142.74'
3939.39'
04" E)
°14'
(True N (S 04
S 05°06'29" E
36
N 05°06'29" W
N 00°45'48" W 5160.25'
LAT:40.71091
LON:-104.14782
teral
Horizontal La
Landing Point
Horizontal
Lateral TD
600 FSL
600 FEL
LAT:40.70013
LON:-104.14677
SW Corner
Section 36
Alum. Cap
PLS 18475
N 87°40'14" E 2553.11'
S1/4 Corner
Section 36
Alum. Cap
PLS 22097
N 88°28'00" E 2553.11'
SE Corner
Section 36
Stone
NOTES
SURVEYOR'S STATEMENT
The undersigned hereby states that the well location shown
hereon was staked on the ground based on existing
monumentation and/or physical evidence found in the field and
is correct to the best of my knowledge, information and belief.
6/10/13
0
1000
Graphic Scale in Feet
1" = 1000'
2000
1.) Horizontal coordinates based on NGS control point "SNOW" and vertical datum based
on NGS control point "G 209" with an elevation of 4955.32. NAVD 1988.
2.) All directions, distances, and dimensions shown hereon are based on coordinates
from the "Colorado coordinate system of 1983 north zone" (article 52 of title 38, C.R.S.).
3.) All section line dimensions shown hereon are based on field measurements of
existing monuments and/or physical evidence found in the field unless otherwise
indicated. Refer to land survey plats deposited in Weld County.
4.) Physical features shown hereon are for graphical representation only.
5.) See Form 2A for visible improvements within 400' of wellhead.
6.) Distances to nearest section lines are measured perpendicularly.
7.) This is not a land survey nor land survey plat.
8.) Date of Survey 5/9/13; Date of Drawing 6/11/13. REV 1
PDOP Reading: 2.6 Instrument Operator: Marc Woodard