HomeMy WebLinkAboutVault & Haul OWTS DesignWMC 24-17 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. Off¡ce/houses have Colorado
Division of Housing compliance tags.
Five above ground sewage holding tanks with 1sOO-gallon (7500-gallon tolal) capacity on-site.
The Vault System is displayed ¡n the p¡ctures. 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 capac¡ty 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 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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Section .I 7
?. 7 5., R. 9s W:
50 '100
GRAPHIC SCALE IN FEET
1 INCH = 100 FEET
Approx. Lim¡t
of D¡slurbance / ,- -----------
l**,r,'l-
Edge of
Proposed Pad
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Cons or:Prepare
DATE:
PLAT:
PROJECT:
DFT:
WMC 24-lTDrill Pad - Plat 4
DRILL RIG LAYOUT
BOOKCUFF
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,Seruiccs, Ínc.
Sedion 17
T. 7 5., R. 93 W:
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Proposed Road
Existing Road
0 1000 2000FEFE-
GRAPHIC SCALE IN FEET
1 lNcH = 2000 FEET
ACCESS DESCRIPTION:
FROM THE INTERSECTION OF STATE HIGHWAY 6AND COUNTY ROAD 323 (RULISON ROAD) NORTH OF RULISON, PROCEED
SOUTHERLY ALONc COUNTY ROAD 323 (RULISON ROAD) r1.1 MILES TO THE INTERSECTION WITH COUNTY ROAD 309 (RULISON
PARACHUTE ROAD), PROCEED LEFT rN AN EASTERLY DtRECTTON f2.3 MILES TO THE TNTERSECTION WITH COUNTY ROAD 320 (RIFLE
RULTSON ROAD), PROCEED RtcHT tNAN EASTERLY DIRECT|ON 16.2 MILES TO THE INTERSECTION WITH COUNTY ROAD 317 (BEAVER
cREEK ROAD), PROCEED RtcHT ALONG COUNTY ROAD 317 lN A SOUTHERLY DIRECTION 15.6 MILES TO A HAIR-PIN CURVE TO THE
LEFT ON TO THE ORIGINAL COUNTY RD. 317 tO.2 MILES TOAN INTERSECTION WITH THE EXISTING DIRT/GRAVEL ROAD, STAY RIGHT IN
A NORTHERLY TO WESTERLY DIRECTION t1.4 MILES TO A INTERSECTION, STAY LEFT +0.8 MILES IN A NORTHEASTERLY DIRECTION TO
THE@PRocEEDEAsTERLYAcRossDRlLLPADToANEWLYcoNSTRUCTEDAccESSRoAD,PRocEEDlNAN
EASTERLY DIRECTION to.g MILES TO THE PROPOSED WMC 24.17 DRILL PAD LOCATION, AS SHOWN HEREON.
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REVTSED: 10/13/20