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GR 12-29 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.
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Ion v o 0 0 0 1 1\\ �„
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Existing
,, I �� III III III �����������
Existing Buried Pipeline
(To be Re —Routed as
Needed)
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identification & tecation goy
1. Wastewater Aimee ground Tank(1500 gal)
2. Potable Water Aboveground Tan k(3360 gal)
1. Portable Toilets
1. Wildlife -proof Dumpster
Company Man Housing
h. Office
T. Driller's Office
II. Directional Office
u. Mud EnglneerOffice
III. Shed
It. Change House
17_ MWD Office
11. Flare Unit
u. MPD
• t object tD relocation for construction activities
1
co
rn
o
' i o
Existing
24" Culvert
\''1UI/
Upgrade Rood Slope
On Existing Access
Rood 15% Grade Max
STD
BULK STORAGE
ToKo
Cut/
I J Iran.
10' (TYp•)
/t
E
7..5' (Typ.)
V-DOOR PIPE BOOM
WATER TANK
GENERATOR
HOUSE
GENERATOR
HOUSE
DIESEL TANK/ PUMP HOUSE
STEAM BOILER
Edge of Existing
Disturbance
I o0
Fill Slope = 0.5:1
Approx. _5810
Toe of
Fill Slope\
AREA OF MAX.
DISTURBANCE
1485810
5800
\Existing Separator'
Existin Fence \ ��
\\\\��\\\\ � Existing
Separator Area Existing 24" Culvert to Drainage
\\\\\\\\��\\ • 1�\ �O_ \ 2 be Removed & Relocated (T�)g
Ex/sting Containment Wall \\\ As Shown.
,
ssssssssssssunllru ank \\of V Ex/sting 210 Bi15
`1\1111111111UI.l \ I. Edge of
Cut Slope 1: 1 \ Existing Pad
tin ,
Existing Buried
\`, \\\`\\� �•`\`� �� E/tons Pipeline \\\'
Proposed Pipe/i\yam REV: 3 \ 09
NOTES:
• Flare Unit is to be located a min. of 100' from the wellhead.
• Contours shown at 2' intervals.
UELS, LLC
Corporate Office * 85 South 200 East
Vernal, UT 84078 * (435) 789-1017
TEP Rocky Mountain LLC
MAR CHANGE)
GR 12-29 PAD
LOT 3, SECTION 29, T6S, R96W, 6th P.M.
GARFIELD COUNTY, COLORADO
SURVEYED BY
DRAWN BY
BART HUNTING J.F.
M.D.
01-08-18
04-01-19
SCALE
1"=80'
DRILL RIG LAYOUT
PLAT #4
ENGINEERING & LAND SURVEYING
1
964 95 s
PROCEED IN A NORTHWESTERLY, THEN NORTHERLY DIRECTION FROM 'o"\
PARACHUTE, COLORADO ALONG PARACHUTE AVENUE APPROXIMATELY 0.4
MILES TO THE JUNCTION OF THIS ROAD AND COUNTY ROAD 215 TO THE U
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 /r
NORTHWESTERLY DIRECTION APPROXIMATELY 1.3 MILES TO THE JUNCTION OF
THIS ROAD AND AN EXISTING ROAD TO THE WEST; TURN LFET AND PROCEED IN rt
A WESTERLY, THEN SOUTHWESTERLY, THEN SOUTHEASTERLY, THEN WESTERLY
DIRECTION APPROXIMATELY 0.6 MILES TO THE EXISTING LOCATION. 1\'
TOTAL DISTANCE FROM PARACHUTE, COLORADO TO THE EXISTING WELL
LOCATION IS APPROXIMATELY 7.5 MILES.
PROPOSED LOCATION:
GR 12-29 PAD
R
96
QO/..
0.4 MI. +/-) .. /-'
R
95
vvr �-.ti
J 1
1 REV: 1 09-06-19 M.n_ (GRAMMAR CHANGE)
LEGEND: N TEP Rocky Mountain LLC
O PROPOSED LOCATION
GR 12-29 PAD
LOT 3, SECTION 29, T6S, R96W, 6th P.M.
GARFIELD COUNTY, COLORADO
UELS, LLC SURVEYED BY I B.H., J.F. 101-08-18 I SCALE
Corporate Office * 85 South 200 East DRAWN BY A.A. 03-25-19 1 : 100,000
V 1 NTAH Vernal, UT 84078 * (435) 789-1017 ACCESS ROAD MAP PLAT 5A
ENGINEERING & LAND SURVEYING