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GM 12-20 Pad
Vault System Description
The site will temporarily office and house up to a maximum of eight
individuals during natural gas drilling activities and is expected to be
completed in one year or less. The individuals will occupy up to four
individual units located on the well pad. Office/houses have Colorado
Division of Housing compliance tags.
Five above ground sewage holding tanks with 1500-gallon (7500-gallon total) capacity on -site.
The Vault System is displayed in the pictures. Sewage flow is estimated to be 600 gallons per
day (8 individuals x 75 gpcd). Sewage holding tanks need to be emptied approximately every
12 days (7500 gallons/ 600 gallons per day). Wastewater vault is equipped with overflow alarm
device. Terra Energy Partners utilizes the services of a licensed contractor to remove and haul
the wastewater to a state certified treatment/disposal facility.
Two aboveground potable water tanks of approximately 3360 gallon capacity each on -site.
"Potable Water Only" signs will be posted on tanks. Potable water demand is estimated to be
600 gallons per day (8 individuals x 75 gpcd). Required minimum fire suppression demand is
2500 gallons.
Road access to the site is maintained year round through the services of a
private road maintenance and
construction contractor.
FINISHED TOP OF GRAVEL GRADE ELEVATION = 5752.1'
NOTES:
• Contours shown at 2' intervals.
UELS, LLC
Corporate Office * 85 South 200 East
Vernal, UT 84078 * (435) 789-1017
(2S:I
1 Cut A ope rea
111 Off/
IExisting
Distrbane c////l lul l l l 1
Existing Ditch
Approx.
Top of V /
Cut Slope
AREA OF MAX:
DISTURBANCE
Existing Ditch
CONSTRUCT
DIVERSION
DITCHII//A
III
Identifhatlan & LOtatloa Kev
1. Wastewater Aboveground Tank (1500 gal)
Z. Potable water Above gro un d Tan k (3360 gal)
3, PortableToilets
1. Wildlife-proofDumpster
Company Man Housing
r,. Office
I. Driller'sOffice
Di sectional Office
Mud Engin Per Office
10. Shed
11. Change House
IT. MWDOffice
13. Hare Unit
la. MPD
'Subje tturelocationforrunstiurtiunactivities
'Topsoil Stockpile
\ Existing
Disturbance
Proposed Access
Rood Re —Route
wit Ijr 11III
FINISHED SUB GRADE ELEVATION = 5751.3' i11o111\Bar Ditch
III
GENERATOR
HOUSE
GENERATOR
HOUSE
DIESEL TANK/
Existing Drainage
ire
Existing
Culvert
Existing
Drainage
Existing Pipeline
Existing Access Rood
1 liffc \\\M\\
\-
Existing Ditch
\\ko
REV: 1 01-13-20 M.D. (ADD PRODUCTION EQUIPMENT)
TEP Rocky Mountain LLC
GM 12-20 PAD
SW 1/4 NW 1/4, SECTION 20, T6S, R96W, 6th P.M.
GARFIELD COUNTY, COLORADO
SURVEYED BY
DRAWN BY
DAYTON SLAUGH J.F.
T.L.L.
04-04-19
12-20-19
SCALE
1"=80'
DRILL RIG LAYOUT
PLAT #4
ENGINEERING & LAND SURVEYING
96 95
PROCEED IN A NORTHWESTERLY, THEN NORTHERLY DIRECTION FROM
PARACHUTE, COLORADO ALONG PARACHUTE AVENUE APPROXIMATELY 0.4
MILES TO THE JUNCTION OF THIS ROAD AND COUNTY ROAD 215 TO THE
NORTHWEST; TURN LEFT AND PROCEED IN A NORTHWESTERLY DIRECTION
APPROXIMATELY 3.7 MILES TO THE JUNCTION OF THIS ROAD AND AN EXISTING
ROAD TO THE SOUTHWEST; TURN LEFT AND PROCEED IN A SOUTHWESTERLY,
THEN NORTHWESTERLY THEN SOUTHWESTERLY DIRECTION APPROXIMATELY
1.5 MILES TO THE JUNCTION OF THIS ROAD AND AN EXISTING ROAD TO THE
NORTHEAST; TURN RIGHT AND PROCEED IN A NORTHEASTERLY, THEN
NORTHWESTERLY DIRECTION APPROXIMATELY 1.4 MILES TO THE JUNCTION OF
THIS ROAD AND AN EXISTING ROAD TO THE WEST; TURN LEFT AND PROCEED IN
A WESTERLY, THEN NORTHERLY, THEN NORTHEASTERLY, THEN
NORTHWESTERLY, THEN NORTHERLY DIRECTION APPROXIMATELY 0.7 MILES TO
THE JUNCTION OF THIS ROAD AND AN EXISTING ROAD TO THE WEST; TURN LEFT
AND PROCEED IN A WESTERLY DIRECTION APPROXIMATELY 0.3 MILES TO THE
EXISTING LOCATION.
TOTAL DISTANCE FROM PARACHUTE, COLORADO TO THE EXISTING WELL
LOCATION IS APPROXIMATELY 8.0 MILES.
SEE PLAT "5A"
‘R‘
97
16
17(J,i f'
��•
Ro [-1'=
t
0.4 MI. +/-
ir
PARACHUTE) ; 41
R
96
irk
u
LEGEND:
O PROPOSED LOCATION
1.44.
VINT
UELS, LLC
Corporate Office * 85 South 200 East
Vernal, UT 84078 * (435) 789-1017
TEP Rocky Mountain LLC
GM 12-20 PAD
SW 1/4 NW 1/4, SECTION 20, T6S, R96W, 6th P.M.
GARFIELD COUNTY, COLORADO
SURVEYED BY
DRAWN BY
DAYTON SLAUGH, J.F.
T.B.S.
04-04-19
12-30-19
ACCESS ROAD MAP
SCALE
1 : 100 000
PLAT #5
ENGINEERING & LAND SURVEYING