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Public Health
OWTS PERMIT APPLICATION
TYPE OF SYSTEM CONSTRUCTION
New Installation Alteration Repair
BUILDING USAGE TYPE
Dwelling Transient Use Comm./Industrial Non-Domestic
Other Describe
INVOLVED PARTIES
Property Owner: Phone: ( )
Mailing Address: _
Email Address:
Contractor: Phone: ( )
Mailing Address:
Email Address:
Engineer: Phone: ( )
Mailing Address:
Email Address:
PROJECT LOCATION AND DESCRIPTION
Job Address:
Assessor’s Parcel Number: Sub. Lot Block
Building or Service Type: #Bedrooms: Garbage Disposal(Y/N)
Distance to Nearest Community Sewer System:
Was an effort made to connect to the Community Sewer System:
Potable Water Source
& Type
Well Spring Stream or Creek Cistern
Community Water System Name
195 W. 14th Street
Rifle, CO 81650
(970) 625-5200
2014 Blake Avenue
Glenwood Springs, CO 81601
(970) 945-6614
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.
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.
South Leverich 13-09 Pad
Vault System Description
ENGINEERING & LAND SURVEYING
UELS, LLC
Corporate Office * 85 South 200 East
Vernal, UT 84078 * (435) 789-1017 DRILL RIG LAYOUT
DRAWN BY SCALE
1" = 100'
LOCATION KEY:TEP Rocky Mountain LLC
J.I.04-19-23
SOUTH LEVERICH 13-09 PADLOT 3 & LOT 4, SECTION 13, T7S, R94W, 6th P.M.GARFIELD COUNTY, COLORADO
1. Wastewater Aboveground Tank (1500 gal)2. Potable Water Aboveground Tank (3360 gal)3. Portable Toilets4. Wildlife-proof Dumpster5. Directional Living Quarters6. Mud Engineer Living Quarters7. Driller's Office/Housing8. MWD Office9. Company Man Living Quarters9a. Office
10. Shed11. Change House12. Flare Unit* Subject to relocation for construction activities
REV: 1 04-19-23 J.I. (ADD RIG LAYOUT)
15161817
2120 2219
27283029
34313332
14
13
2423
25
26
35
36
6
45 3
98
7
10
18
16
17
15
222120
19
283029 27
12
11 12
14 13
2423
26 25
§¨¦70
6S 93W
6S 94W
7S 93W7S 94W
CLOUGH 126
RMV 70-35
WMC 24-17
S. LEVERICH
18-13
JONSSON 19-08
RU 12-7
Production
Pad
RWF 43-23
RU 14-6
Beaver Creek
Pit
RU 12-7
RWF 22-25
MEAD 30-13
( B )
HOOKER 30-02
RMV 22-35
RU 21-8
LEVERICH
31-06
RWF 32-26
RU 22-7
CLOUGH 16
FEDERAL 31-01
RWF 22-24
CLOUGH 31-23H
RU 44-7
BROCK 19-05
RU 34-6
RWF 434-14
RWF 42-25
MEAD 30-11
( C )
FEDERAL 29-02
LARAMIE 20-12
RU 13-6
RU 11-7
RWF 33-36
OVERACKER
29-04
HONEA 19-05
RWF 32-36
RU 23-17
RWF 22-14
LEVERICH
31-09
RWF 23-25
Booster Station
RWF 33-23
RU 32-12
RU 21-8
Production
Pad
LEVERICH
31-12
RWF 34-26
RU 23-5
GV 20-25
JUHAN 14-26H
KNAUS 19-13
BCR 08-13
SR 43-12
S. LEVERICH
13-09
CLOUGH
108
RWF 23-25
RU 42-7
RWF 22-26
GV 15-36
MEAD 30-12
( A )
GOLDING 4
SR 23-12
RU 31-17
CLOUGH 13
RU 31-12V
RMV 16-35
RMV
20-35
RU 13-7
RWF 34-14
RU 21-7
RWF
14-13
RMV 107-35
RWF 43-25
FEDERAL 29-11
Caerus O18
T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\Gar CO STEH\Gar CO STEH.aprx - jnourse
TEP ROCKY MOUNTAIN, LLC
Exhibit prepared by: JN
Date prepared: April 19, 2023
South Leverich 13-09 Drill Pad
Access Road / Haul Route Map
§
0 2,400 4,8001,200
Feet
1 in : 2,400 ft
Legend
Haul Route
Existing Lease Road
Existing County Road
Exisitng Highway
Existing Interstate
Existing Pad
BEGINNING AT THE CITY OF RIFLE EXIT (EXIT 90) HEAD SOUTH ON
COLORADO HIGHWAY 13 APPROXIMATELY 0.19 MILES TO THE
INTERSECTION WITH AIRPORT ROAD, USE THE TRAFFIC CIRCLE TO HEAD
EAST ON AIRPORT ROAD APPROXIMATELY 0.24 MILES TO THE
INTERSECTION WITH MEGAN AVENUE, TURN RIGHT (SOUTH) ON MEGAN
AVENUE AND PROCEED FOR APPROXIMATELY 0.26 MILES TO THE
INTERSECTION WITH LAST CHANCE DRIVE, TURN RIGHT (WEST) ON LAST
CHANCE DRIVE AND PROCEED FOR APPROXIMATELY 0.41 MILES TO THE
INTERSECTION WITH GARFIELD COUNTY ROAD 320, PROCEED WESTERLY
ON COUNTY ROAD 320 FOR APPROXIMATELY 2.49 MILES TO THE
INTERSECTION WITH GARFIELD COUNTY ROAD 317, TURN LEFT ON
COUNTY ROAD 317 AND PROCEED SOUTHERLY FOR APPROXIMATELY 5.85
MILES TO THE INTERSECTION WITH A DIRT/GRAVEL ROAD (LEASE ROAD)
EAST OF BEAVER CREEK, PROCEED RIGHT ON THE LEASE ROAD IN A
NORTHERLY, THEN SOUTHERLY DIRECTION FOR APPROXIMATELY 0.65
MILES TO THE SOUTH LEVERICH 13-09 PAD.
Proposed S. Leverich 13-09
Rifle Exit