HomeMy WebLinkAbout04602GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 401 4 6 0 2
Glenwood Springs, Colorado 81601
Phone (970) 945-8212 Assessor's Parcel No.
lop -t2_
L'2i-09
INDIVIDUAL SEWAGE DISPOSAL PERMIT
Permit
This does not constitute
a building or use permit.
PROPERTY
2-'154 CDc aSS O_
Owner's Name CCI Present Address 4` is 0
System Location 1 27:,;(1A AJC q - " A
Legal Description of Assessor's Parcel No. /_. t al" 1
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage
Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and
building requirements. Connection to or use with any dwelling or structures not approved by the Building and
Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action
and revocation of the permit.
3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which
involves a knowing and material variation from the terms or specifications contained in the application of
permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY SEPTIC PER trr APPLICATION
108 8th Street, Suite 401, Glenwood Springs, Co 8160].
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
www,tareld-county:corn
1
Perk Fee:
(� I
Parcel No: (this information is available at the assessors office 970-945-9134) 216 9 214 0 0 02 6
2
Septic Permit #:
Job Address: (4 an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description
App. 22 miles NW of Town of Parachute,NWSW, Section 16, T6S, R97W, 6th P.M.
3
OVAL w DATE
LotSize:N/A 303 Acres Lot No: Block No: N/A Subd.i Exemption:1N/A
4
Owner: (property owner)
OXY USA WTP LP
Mailing Address2754 compass Drive
suite 170
Grand Junction, Co. 81506
Ph:
970-263-3637
Alt Ph:
970-412-2776
5
Contractor:
OXY USA WTP LP
Mailing Address2754 compass Drive
Suite 170
c aluoc
Ph:
970-263-3637
Alt
970-412-2776
6
Engineer: N/A
Mailing Addressczana Juncti n,
Ph:
Alt Ph:
7
PERMIT REQUEST FOR: (X) New Installation ( ) Alteration ( ) Repair
8
WASTE TYPE: ( )Dwelling ( )Transient Use (Commercial or industrial ( )Non- Domestic wastes
( )other - Describe
9
BUILDING OR SERVICE TYPE: Sewage vaults associated with temporary employee housing - Pad 697-1EATI
Number of bedrooms N/A Garbage Grinder ( )Yes (X)No
10
SOURCE & TYPE OF WATER SUPPLY: )WELL ()SPRING ( )STREAM OR CREEK ()CISTERN
If supplied by COMMUNITY WATER, give name of supplier: /later hauled o location by Thirsty Water
11
DISTANCE TO NEAREST COMMUNITY SEWER
Was an effort made to connect to the Community System?
SYSTEM: Town of Parachute - app. 22 miles to the Southeast
No - distance too great
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS:
Depth to is' Ground Water Table app' 80 feet Percent Ground Slope < 10
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
{ }Septic Tank ( )Aeration Plant (4Vault ( )Vault Privy ( )Composting Toilet
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
( )Other- Describe
14
FINAL DISPOSAL 13Y:
)Absorption trench, Bed or Pit( Under
( }Wastewater pond ( Other
roundDis e sat )Above Ground Dispersal)Evapotranspiration nd fitter
Descr tfi Canyon or W. uar aec1 Landfill orotn r permitted Iaca ity
15
Will effluent be discharged directly into waters of the state? ( )YES (4N0
16
PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does The Percolation Test)
Minutes N/A per inch in hole No.1 Minutes N/A per inch in hole
No.3
No._
Minutes N/A per inch in hole No.2 Minutes N/A per inch in hole
Name, address & telephone of RPE who made
Name, address & telephone of RPE responsible
soil absorption test: N/A
for design of the system: N/A
17
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by
the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the
issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and
reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief
and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. l further
understand that any falsification or misrepr entation may result in the denial of the application or revocation of any permit granted based upon said application
and legal action for perjury as prove w,
../, 11/5/08
OWNERS SIGNATURE DATE
STAFF USE ONLY
Permit Fee:
17 3. 6.0
Perk Fee:
(� I
Total fees:
r73 .cam
Building Permit 4:
Septic Permit #:
Issue Date:
Bui ding & P1n in Dept:
,
\ .NhAPP
OVAL w DATE
J
J
J
J
J
J
J
J
J
J
J
J
J
GENERAL PERMIT
DOMESTIC WASTEWATER
VAULT SYSTEMS
AUTHORIZATION TO UTILIZE A VAULT SYSTEM UNDER THE GARFIELD COUNTY BOARD OF
HEALTH "INDIVIDUAL SEWAGE DISPOSAL SYSTEMS REGULATIONS"
The Garfield County Board of Health "Individual Sewage Disposal Systems Regulations" adopted in 1994
pursuant to current guidelines of the state board and adopted in compliance with Section 25-10-104(2), (3), and
(4) C.R.S., shall govern all aspects of permits, performance, location, construction, alteration, installation, and
use of individual sewage disposal systems of less than 2,000 gallon per day design capacity.
This permit specifically authorizes the entity(s) listed on page 1 of this document to install and utilize a vault
system, as of the effective dates stated on page 1, in accordance with permit requirements and conditions set
forth in part 1 hereof Any vault system installation authorized herein shall be consistent with the terms and
conditions of the permit.
SEPTIC PERMIT NUMBER
rO7
WELL SITE LOCATIONS (APD#(s)) ` 7 7 - % Z
OPERATORS NAME c) y
A. GENERAL:
Vaulted wastewater systems are not permitted in Garfield County for any facility that will generate 2000
gallons or more of wastewater per day. A vault system as permitted by Garfield County is allowed only
for limited use occupancy with a cumulative usage period of less than one year and for occupancy of 24
or less people, only on property which cannot accommodate a sewage treatment system. Vault
systems are allowed on oil and gas well pads due to the limited development time frames and limitation
of on site disturbance set by the Colorado Oil and Gas Conservation Commission, the United States
Forest Service and the Bureau of Land Management.
A vault, as permitted by the local board of health, shall have a minimum 1000 gallon effective capacity.
B. TERMS AND CONDITIONS
1. Minimum, horizontal distances from the various components of a system to pertinent terrain
features, including streams, lakes, water courses, springs, wells, subsoil drains, cisterns, water
lines, suction lines, gulches, dwellings, other occupied buildings and property lines, shall be in
accordance with the following "Table of Minimum Horizontal Distances".
2. No vault system shall be installed in a floodway.
3. When a system is installed in a 100 -year floodplain then the system shall meet or exceed the
requirements of the National Flood Insurance Program. The system as approved by the Garfield
County Building Official or his/her designated agent shall be designed to minimize or eliminate
infiltration of floodwaters into the system, and discharge of the system into the floodwaters.
4. Only tanks that have been certified by the Colorado Department of Public Health and
Environment shall be used for a vaulted system.
5. All tanks shall be installed in accordance with the manufacturer's specifications,
5 Watertight vaults shall not allow infiltration of groundwater or surface water and shall not
permit the accidental or intentional discharge release of wastewater or liquids to the ground
surface or to waters of the state.
1
7. Vaults shall not have an outlet unless designed to flow to another tank in series for the purpose
of increasing holding capacity. Such outlets shall be water tight.
8. Tanks shall be so constructed and installed as to withstand earth and hydrostatic pressures when
filled and when empty.
9. In locations where groundwater may cause instability problems to the vault due to flotation, the
tank shall be anchored in a sufficient manner in order to provide stability when the tank is
empty. The method of anchoring must be approved by the Garfield County Building Official or
his/her designated agent prior to installation. The local authority may require the design of the
anchoring system to be prepared by a Registered Professional Engineer.
10. Each vault unit shall be equipped with an access manhole located to permit periodic physical
inspection and maintenance of all the tank and removal of the waste contents.
11. Components shall be so designed and constructed that when installed in accordance with
manufacturer's recommendations, they shall be capable of being easily maintained, sampled,
drained, pumped, inspected and cleaned.
12. The surface of the ground over the vault system must be restricted to activity or use which will
allow the system to function as designed and which will not contribute to compaction of the soil
or to structural loading detrimental to the capability of the vault to function as designed.
13. All metal surfaces shall be properly coated to prevent corrosion.
14. Plumbing fixtures, grease traps, building sewers, vents, sewer lines and other appurtenances
shall be designed, operated and maintained so as to comply with the minimum requirements of
the International Plumbing Code.
15. All wastewater lines used in individual sewage disposal systems shall be constructed of
compatible pipe, bonding agent, and fittings.
16. Where plastic pipe and fittings are used, the minimum wall thickness of the pipe shall conform
to ASTM Standard D 3034, or equivalent.
17. All electrical work, equipment, and material shall comply with the requirements of the National
Electrical Code.
18. A signal device shall be installed to indicate when pumping is necessary.
19. The permittee shall provide for maintenance and cleaning of the vault system through a legal
contract with a company experienced in the removal, proper handling, transport and proper
disposal of the vault contents.
20. Disposal of waste materials removed from a vault system in the process of maintenance or
cleaning shall be accomplished at a site approved by Garfield County in a manner which does
not create a hazard to the public health, a nuisance or an undue risk of pollution and which
complies with state and local rules and regulations.
21. When the use of a vault system is terminated or the vault system is relocated, the contents of a
vault shall be properly removed and disposed of and the emptied vault shall be filled with soil
or rock, or the Garfield County Building Official may allow the vault to be reused, removed and
disposed of properly.
E. RECORDS
The Permittee shall establish and maintain records. All records shall be maintained a public records and
be made available to Garfield County or other third party upon request. Required records shall include,
but not be limited to, the following:
• A copy of the permitees's current legal contract for removal of vault waste.
• A copy of this permit.
• The dates, location, and time of pumping tank contents;
• The individual(s) and company that performed tank pumping;
• The volume of waste removed from the tank;
• The location of disposal including a receipt from the receiving facility;
• Any system repair or maintenance performed including the reason for said repair or maintenance.
F. CERTIFICATION OF AN APPROVED VAULT SYSTEM INSTALLATION
2
The Permittee shall inform the Garfield County Building Official in writing of any intent to construct,
install, or alter any vault system, no greater than 48 hours after construction, and shall furnish the
Garfield County Building Department such plans and specifications to evaluate compliance with the
Garfield County ISDS Regulations.
G. REMOVED SUBSTANCES
Solids, sludge's, or other pollutants removed in the course of vault maintenance shall be removed and
disposed of in a manner such as to prevent any of this material from discharging to the ground surface
or from entering waters of the State. For all domestic wastewater treatment works, the Permittee shall
dispose of sludge in accordance with State (Regulation No. 64) and Federal (Section 405(d) of the Act)
regulations. The Permittee shall take all reasonable steps to minimize or prevent any discharge or
sludge use or disposal in violation of this permit that has a reasonable likehood of adversely affecting
the public health or environment. Permittee shall maintain a copy of a service contract and any
pumping and disposal records from the approved contracted systems cleaner and submit such
information when requested by the local regulatory authority.
H. PERMIT VIOLATIONS
Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit.
The surface discharge of any pollutant identified in this permit in a manner other than is authorized in
this permit shall constitute a violation of the permit. Permit violations will be subject to enforcement
provisions as outlined in Section IV.H, IV.I and IV.N of the Garfield County Board of Health.
"Individual Sewage Disposal Systems Regulations". Violations of the permit are the sole responsibility
of the Permittee.
ACCESS TO THE SITE
For the purpose of inspection and enforcing applicable rules, regulations, terms and conditions of any
permit issued, the Garfield County Building Official or his/her designated agent is authorized to enter
upon private property at reasonable times and upon reasonable notice for the purpose of determining
whether or not operating sewage treatment systems are functioning in compliance with this permit.
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
FILL SLOPE DAYIJGHY
LINE OW)
OXY USA WTP LP
697-16A2
(PROPOSED WELL LOCATION AND ROADS)
SECTION 18, TBS, R9711; 618 P.M.
s=/
`-82 • :trXIr
REVISED:10-8-08 ORW
REVISED:9-25-08 ORW
REVISED: 8-28-08 DNW
REVISED:5-20-08 K/B
DATE: 4-29-08
Drawn By. HNM
SCALE 1'=100`
2' CONTOUR INTERVAL
SECTION 18, T6S, R971r, 8th P.M.
NO SCALE
1 5
55 5�
5 5
� 1
BEGIN (ROAD #1)
I]( STA 0400
{
1s l BLEND PROPOSED
\ ROADS INTO DnSTING
ROAD HERE
Existing Rood / `�—�-
697-1842
PROPOSED IYZ1:L PAD
ELEVA170N = 8312.30'
(300x400)
sEwEa,'°.
HOES .
234.2'
A
697-16A
SEGMN RE—ROUTE (ROAD #2)
SrA 0400
WI SLOPE
DAYLIGHT LINE (711,)
EARTHWORK CALCULATIONS
The Following Earthwork Calculations Are For The
Proposed Weil Pad And The Two Roads (Complete
DIsturbonce)
Totoi Area Of New Disturbonoo 5.488 acres
Top Sot Removal & Storuge: 4427 cu yd
Proposed Well Pad Elevation: 8312.30'
Raw Cut Volume:
Compacted Cut Volume.
Total Cut Volume:
Raw Fill Volume:
Compacted 7)11 Volume (5%):
Total Fill Volume:
Half Of Tho Pit Volume:
Total Excess Remaining;
61 735 cu yd
0.00 52
61735 cu yd
55392 cu yd
2769 cu 5d
58162 cu yd
2229 cu yd
1343 cu yd
END RE—ROUE (ROAD #2)
STA. 7490.60
ver 1
14 Q •.
PROFESSIONAL ENGINEER
SHEET 1 OF 4
0145AN ENCINESRING .2 LAND SUB987.7110
84 S. 240 Feat Vernal, Utah
-.R
p,s250.0'
2
WY175V5 PIT
Tatd Pit Gooncrty
W/2' 44 Fre4Swad
18.937 855..4
Told Pit *Immo
4,459 C. Yds
Polat
Northing
Eastin9
Elevation
Cut or F51
COIL 2
24655.54
5446.50
8312.3(1
110 47.26
Car. 4
24402.30
5590.54
8312.30
9111 4.32
04r, 6
24212.9E
923621
6312.30
Cut 7.54
Cor. 8
24477.18
5096.17
8312.30
Cult 33.99
04r, 5
24534,15
5396.76
12.30
at 19.92
101r. 7
24327.42
5175.66
8312.30
Cut 16.16
E. 1
24552.38
5254.72
8312.30
at 8.84
Lou.
24412.64
5335.21
0312.30
Cut 9.28
Car. 3
24516.60
5528.99
83€2.35
151 17.79
697-76,4
EX1S7ING YELL LOCATION
WAGI' WAY
(7p 80 4YW52)
•
•
\\ a. 3'
C--7.5* ,
p., d179.8, f
Z78v. Ungraded Ground At Loc. Stoke = 8228.1'
FINISHED GRADE' ail! AT LOC. STAKE =8312 3'
CLIA S'
Ltr�azra I`
8350
PROPOSED
ROAD
---
1
III8340
8350
8345
8345
8335
#2
"
PROPOSED
■
III
��
EXISTING
WELL PAD
8335
8330
8335
8335
ROAD
#1
6" TOPSOIL
8330
8325
8325
8330
8325
8325
8320
¢
at �,
PROPOSED
WELL
PAD
8320
AfrArsi
8320
8315
8310
1
8320
8315
I = 11
8310
WELL
.
8305
-830
8315
8310
At
L1
5
8305
8300
\-�
8310
8300
8295
\
-
8305
�1
...11:"
1=11'
8295
0+00 1+00 2+00 3+00 4+00 5+00 6+00
OXY USA WPP LP
697-16A2
(PROPOSED WELL LOCATION)
SECTION 18, T6S, R97W, 8th P.M.
REVISED: 8-28-08 DNW
REVISED:5-20-08 9CJB
DATE:4-29-08
Drown By. HNM
SCALE 1°-100.
0
� � o
2' CONTOUR INTERVAL
BASS OF BEARINGS
BASIS OF BEARINGS IS A G.P.S. OBSERVATION.
BASIS OF ELEVATION
SPOT ELEVATION AT THE NORTHWEST CORNER OF SECTION
30, T5S, R95W, 6th P.M. TAKEN FROM THE FORKED GULCH
QUADRANGLE, COLORADO. GARFIELD COUNTY. 7.5 MINUTE
SERIES (TOPOGRAPHICAL NAP) PUBUSHED BY THE UNITED
STATES DEPARTMENT OF THE INTERIOR, GEOLOGICAL SURVEY.
SAID ELEVATION 3S MARKED AS BEING 5966 FEET.
8350
8345
PROPOSED
ROAD
---
1
8350
8345
8340
#2
"
8340
8335
8335
8330s
`
\`
8330
8325
8325
8320
PROPOSED
8320
8315
I = 11
WELL
PAD\
8315
8310
At
L1
\-�
8310
8305
...11:"
1=11'
'tiu ;
8305
8300
ii=
8300
8295
8295
890
6"
TOPSOIL
~_
8290
8285`
M
8285
8280
8280
8275
"
8275
8270
8270
8265
8265
8260
8260
8255
8255
0+00 1+00 2+00 3+00 43.00 5+00 6+00
SHEET 2 OF 4
UMW( SNSIW88R183 R LANS 5'URYBYISC
86 So. 201) Eva8 Anna. Utah
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
j
x0O f
i
P 7
/
C 2x24 Ski ��o
BEGIN (ROAD ;¢Y) co ▪ 2x 0 /J cr
STA 0+00 170,1 Q .ZLc)°
O .- /// =OI44Fv
Ory
0_ O i / ��
FEND (ROAD 77)
STA. 3+90.06
SEWER
OAFS
Existing Road
d
697-t6A.2
PROPOSED WELL PAD
697-76A
EX15T)NC H€LL LOCAPON
4LK WAY
(i0 CAV57.)
PRCROED
M4N CAMP
x
BEGIN RE-ROUTE (ROAD 172)
STA 0+00
x
o to
U
U
4.
..ib_` /i�7.
--------_
0 0
N0
O
17' SUSGRAOE ROm
/ i
000
END RE ROUTE (ROAO #2)
STA. 7+90.60
3
ADE
-1.6%
-6 1%
+4.9%
8370
-"*__.__-
300'
V C.
1-
i
8355
8350
�roo}
_
8370
R
n
8350
300'
V. C.
8340
8365
8365
8360
GRADE
" ='-=..,,,-
_
8335
8335
8330
.8330
Z
S
d
,,,..4
6
m
,
v
;
8360
1A
w2
so'
gd
�
M
d
8355
8355
8350
I'c
,8320
8320
FINISHED
GRACE
8310
d
WELL
PAD
8310
d
8350
8345
8345
8340
- V
8305
8300
q PRECONSTRUCIION
GRADE
GRACENSTRUCTION
0
g
8300
8295
EXISTING
WELL
PAD
8340
8335
8335
8330
d
. a
`
8290
8285
s'
TOPSOIL
m .
8285
8280
8330
8325
-8325
82$0
8275
8275
8270
8320
8270
8265
s' TOPSOIL
0+00 1+00 2+00 3+00 4+00
----
8320
8315
8315
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
OXY USA W'TP LP
697-16A2
(PROPOSED ROAD ALIGNMENTS)
SECTION 16. T6S. R97R eth P.M
20'
REVISED: 8-28-08 DNW
REVISED: 5-20-08 KM
DATE: 4-29-08
Drown By. HNM
SCALE 1'-100'
o
RQ02QNTAL
--4.0%
ROAD #I PROFILE
RADE -6.2%
-10.7%
8360
8360
8355
8355
8350
�roo}
_
8350
8345
8345
8340
q
FINISHED
GRADE
8340
8335
8335
8330
.8330
Z
`
8330
8325
8325
1A
w2
so'
gd
d
4
M
d
PROPOSED
I'c
,8320
8320
8315
8315
8310
WELL
PAD
8310
8305
8305
8300
q PRECONSTRUCIION
GRADE
0
g
8300
8295
8295
8290
d
m ¢
8290
8285
s'
TOPSOIL
m .
8285
8280
82$0
8275
8275
8270
_
8270
8265
8265
0+00 1+00 2+00 3+00 4+00
SHEET 3 OF 4
Ulm4H EmINBERING d LAND SURVEYING
86 So. 200 Lila Varma. URA.
1
1
1
1
1
1
1
1
1
a
-10.35'
Sta. 41-0
-18.16' C-
EL X46.
Approx.
Tap of
t Slope
C -i 8,55
EL 833Q.65'
F-4.30'
EI. 8303.00'
Approx..
' CaR1WR INTERVAL
CONTOURS SHOW COSTING GROUND
SCALE 1".100'
6 5 O
.«.
0'
OXY USA WTP LP
697-16A2
(PROPOSED WELL LOCATION)
SECTION 16, TBS, R97W 6th P.X.
REVISED:9-25-08 €SRW
REVISED: 8-28-08 DNW
N o o REVISED:5-20-08 KJB
DATE:4-29-08
Drawn By. HNM
VERTICAL SCALE 1"=40' HORIZONTAL SCALE 1"=200'
STA 01-00
STA 7+6'0
.1li=1140,114 HE,1I
.a 1
STA 4+00
SHEET 4 OF 4
Lt1NTAH PrxrrlR'S'1NNO & LtYD S18VNYINZ
85 So. Pao Scut Vemnt, MTh
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
FULL BAFFLE DETAIL 'C'
SCALE: 1/24
8
78 INVERT
'-2 7/8'
9 1 3/4'
a
6
1
7
--•-62 3/4
83 3/4
18 1/2
6'DIA SCH 40 PVC INLET Pi PE
NTERNAL SANITARY TEE & PIPES
RISER PIPE. FOR 4'(NOMINAL) ACCESS OPENING
PLATE BAFFLE (48' iNV
H 3-4'DIA HOLES
IFTING LUG
t'4 HOLD DOWN STRAP LOCATION
42 3/4--
9
0
10
102 1/4
31 6 1/2'
11
12
13
NOTE:
67
14
1 - SEE XERXES' ONE YEAR LIMITED WARRANTY
FOR UNDERGROUND SEPTIC TANKS_
2 - INVERT DIMENSION FROM TANK 1.0.
1
15
6
6 3/4(TYP)
VFSIa csa«nm
0514
XERXES®
C RPORATI0N
8'DIA SWT
CAP. 10.000 GALLONS
MARATHON OIL WASTE
paR
0
13,3,1113
vra. -�
0 632-638
00
/ .1n._1•
August 25, 2008
To Whom It May Concern:
Occicental Oil and Gas Corporation
Cascade Creek Project
Down Valley Septic, LLC
PO, Box 1929 • Rifle, CO 81650
970-625-5556
www.dvseptic.com
Please accept this letter as certification that Down Valley Septic will provide sewage
collection, and porta jon service for Oxy Cascade Creek Project.
I certify that Down Valley Septic will provide the above services for Oxy for the
Drilling, Completion, Construction, Man camps, and Administration units on the Cascade
Creek Project. Service will be provided every three days, unless needed more frequently.
Down Valley Septic is available 24 hours a day, 7 days a week, and 365 days a year.
Collection sewage will be disposed of in the Rifle Landfill or other certified disposal
facilities_
C•e
(Signature)
$-c.0 1x10 Ve.c
(Printed name) (Title)
sir
(Date)
c-oo
Please contact me if you need any additional information at 970-625-5556.
Thank you,
Scott Moyer
coo
Down Valley Septic, LLC
J
J
J
J
J
J
J
J
J
J
J
J
J
J
4000 gallon capacity, heated
enclosed, extra outlets, cam lock
fittings.
Enclosed lift stations, cam lock
fittings, heated.
Minimal location space required
•
:uax o- ...,,•'
•
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1