HomeMy WebLinkAboutOWTS DesignRWF 43-9 Pad
Vault System Description
The site will temporarily office and house up to a maximum of elght
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 un¡ts located on the well pad. Officelhouses have Colorado
Division of Housing compliance tags.
Five above ground sewage holding tanks with 150O-gallon (7500-gallon total) capacity on-site'
The Vault System is displayed ìn 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 treatmenvdisposal 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 min¡mum fìre 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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Section 9
7. 6 5., R. 94 W:
ToPsoil
StockPile Area
GRAPHIC SCALE IN FEET
I INCH = 80 FEET
(
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Daylight Line
Approx. Limit / ,
of Disturbance -\, )
Proposed
24" CMP
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Daylight Line
REWSED:6/29/20 n an Pr
SCALE:
DATE:
PLAT:
PROJECT:
Dtr'T:
ERæ TEP Rocky Mountain LLC
RWF 43-9 DRill Pad- Plat 4
DRILL RIG LAYOUT
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Section 9
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1000Proposed Road
Existing Road GRAPHIC SCALE IN FEET
1 INCH = 2000 FEET
ACCESS DESCRIPTION:
FROM THE INTERSECTION OF INTERSTATE 70 EXIT 87AND HIGHWAY 6, PROCEED NORTH TO EASTALONG HIGHWAY 6 +0.2 MILES TO
AN INTERSECIoN wtrH A DtRT RoAD wtrH A pAVED ENTRANCE, pRocEED LEFT tN A NORTHERLY DlREcrloN t0.2 MILES To rHE
INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A WESTERLY DIRECTION iO.1 MILES TO AN INTERSECTION WITH A
DIRT/GRAVEL RoAD, PRocEED RIGHT IN A NORTHERLY DIRECTION +0.8 MILES TO AN INTERSECTION WITH A DIRT GRAVEL ROAD,
pROCEED LEFT tN A NORTHWEST DIRECTION r0.4 MILES TO THE EXISTING CLOUGH 18 PAD, PROCEED LEFTACROSS THE CLOUGH 18
PAD IN A NORTHWEST DIRECTION tO.6 MILES TO THE EXISTING RWF 433-I O PAD, PROCEED LEFT ON THE EDGE OF THE PAD IN A
WESTERLY DtRECTION ro.5 MTLES To THE EXISTING RWF 513-10 PAD, PROCEED LEFT OF THE PAD ON THE NEWLY CONSTRUCTED
ROAD IN A NORTHERLY DIRECTION 11 .3 MILES TO THE RWF 43-9 DRILL PAD LOCATION, AS SHOWN HEREON.
R.ÐVISED: 6/ 10/2O on
TEP Rocky Mountain LLC
for:
SCALE:
DATE:
PI.AT:
PROJECT:
DFT:
T
.5 7
6
RWF 43-9 Drill Pad - Plat 5
ACCESS ROAD & IOPO MAP
0.6 es
vate Road
11
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