HomeMy WebLinkAbout04505GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 401 4 5 0 5
Glenwood Springs, Colorado 81601 Permit
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY �vs},�
Owner's Namer Cyvfl Present Addresspus /. 7 7
/ 00( Phone 115 0 211 OD
Assessor's Parcel No.
This does not constitute
a building or use permit.
System Location a(.0°11' I2 -A
Legal Description of Assessor's Parcel No. 2-1 ( DCIn
- I ZZ
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 PERMIT APPLICATION
108 gth Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
(AQUI
�1evt„t �` STAFF USE ONLY
fid l 0-1
Permit Fee: 1 tr °
Parcel No: (this information is available at the assessors office 970-945-9134) 216 912 2 0 0 012 1
2
Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description
App. 8 miles NW of Town of Parachute, SWNE, Section 12, T6S, R97W, 6th P.M.
3
Lot
1680
Acres Lot No: N/A Block No: N/A Subd.lExemption: N/A
4
Owner: (property owner)
CHEVRON USA INC
Mailing Addresseo sox 285
Houston, TX 77001
Ph:
713-890-7900
Alt Ph:
5
Contractor:
MARATHON OIL COMPANY
Mailing Address 743 HORIZON CT, STE 220
Grand Junction, CO 81506
Pb;
970-245-5233
Alt Ph:
713-854-4824
6
Engineer: N/A
Mailing Address
Ph:
Alt Ph:
7
PERMIT REQUEST FOR: (X) New Installation ( ) Alteration ( ) Repair
8
WASTE TYPE: ( )Dwelling ( )Transient Use (4Commercial or industrial )Non- Domestic wastes
( )Other - Describe
9
BUILDING OR SERVICE TYPE: Sewage vaults associatedPwith temporary employee housing Pad,697,_12A
Number of bedrooms Garbage Grinder ( )Yes (X)No
10
SOURCE & TYPE OF WATER SUPPLY: W )WELL )SPRING ( )STREAM OR CREEK (CISTERN
If by COMMUNITY WATER, name of supplier: water hauled to location by Thirsty Water
supplied give
11
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM. Town of Parachute - app. 8 miles to the Southeast
Was to connect to the Community System? No - distance too great
an effort made
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS: < 10%
Depth to l' Ground Water Table app. 9 o feet Percent Ground Slope
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISM) PROPOSED:
( )Septic Tank ( )Aeration Plant (NVault ( )Vault Privy ( )Composting Toilet
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
( )Other -Describe Location has one 7,700 tank and one 2,500 tank
14
FINAL DISPOSAL BY: 1 d�{ filter
( )Absorption trench, Bed or Pit ( Underground isoerSalCanyon( orbiye Gciarf Dispersal andfill) orpotnisoratpermitte(d) nd iileity
( Other- Desalt"'
( )Wastewater pond
15
Will effluent be discharged directly into waters of the state? ( )YES ( X.NO
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
Minutes N/A per inch in hole No.2 Minutes N/A per inch in hole No._
Name, address & telephone of RPE who made soil absorption test: N/A
Name, & telephone of RPE responsible for design of the system: N/A
address
Applicant acknowledges that the
the local health department to be
issuance of the permit is subject
reports submitted herewith and
and : • designed to be relied on
underst d that any fat. l do
and leg" ., io for per ',,,1 ;- ;
completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by
made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the
to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information 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
by •e local department of health in evaluating the same for purposes of issuing the permit applied for herein. 1 further
or mis -, esentation may result in the denial of the application or revocation of any permit granted based upon said application
• id by I-,-
09/24/08
17
OWNER � RE DATE
(AQUI
�1evt„t �` STAFF USE ONLY
fid l 0-1
Permit Fee: 1 tr °
Perk Fee:
Total fees:
Building Permit #:
Septic
Permit #:
L5C5
Issue Date:
-Ainkti
30`Db
Buil
g&P
n�irg
. e_�
i 9, 23-05 11-6- fy9 F-tf{><.+¢L fgn
APPROVAL DATE
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
WELL SITE LOCATIONS (APD#(s))
(pa i 12A
OPERATORS NAME J i 11 V J
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.
6. 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.
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.
Well Pad Location (not to scale)
2j 697-12A
- Garden Gulch Road
— Existing Roads
County Roads
0 0.250.5 1 1.5 2 2.5 3
Miles
1 inch equals 1 mile
GENERAL LOCATION MAP
WELL PAD 697-12A TEMPORARY HOUSING
SPECIAL USE PERMIT
GARFIELD COUNTY, COLORADO
REVISION DATE',
9/23/2008
REVISION NUMBER
01
DRAWN By
LS
APPROVED BY:
00
PROJECT # EG08196
SCALE. AS SHOWN
CORDILLERAN
d31IVal
AIMS DOW
4 Heater
Separator
`vaughn
concrete products, inc.
12650 Tucson Street Henderson, Colorado 80640-9443 (303) 659-3747 Fax (303) 659-1333
2671 S. Greeley Hwy Cheyenne, Wyoming 82007-3681 (307) 634-0695 Fax (307) 634-0694
10021 Amarillo Blvd E. Amarillo, Texas 79108-7542 (806) 374-3747 Fax (806) 335-3717
Toll Free Phone (877) 827-8255 Toll Free Fax (877) 827-7363
www.vaughnconcreteproducis.com
Marathon Oil
Attn: Cindie
970-245-5233
Fax: 970-245-6287
Email: cjwatts@marathonoil.com
Revised: March 20, 2008
Project: Piceance Basin
Near Parachute, CO
MATERIALS QUOTE NO. PQ 5599-R
We are pleased to quote the following on the above mentioned project. Our quote is in accordance with our
interpretation of the plans and specifications, or the information we were provided with, quantities are believed
correct, but they are not guaranteed. If actual quantities differ, unit prices must be used. Contractor to determine if
materials quoted are suitable. VCP to supply materials to approved submittals.
Our Standard Precast Concrete Vaults Used for 7,700 Gallon Capacity Septic Tanks (4 Required)
10'-0" Wide x 20'-0" Long x 6'-6" High Inside Dimensions
Manufactured In Sections, Designed For AASHTO HS -20-44 Loading
Price Includes: Precast Concrete Vault, w/ 2 Piping Blockouts With Press -In Gaskets For 6" Inlet &
Outlet Pipes (Or Liners For 4" Pipes, If Necessary), 8" Thick Slip -In Divider Wall w/6" PVC Coupling
Cast In (Contractor To Grout In Divider Wall), Top for Traffic w/ (3) 24" Diameter Access Openings,
w/ (5) 12" Tall & (1) 6" Tall 24" Inside Diameter Manhole Risers Per Access Opening, 3 Of Our
Standard 24" Diameter 4" Tall Cast Iron Tall Rings And Covers (1 Per Access), 2 Rows Joint
Sealant/Joint Below Liquid Level, 1 Row Joint Sealant Between Risers & Rings & Covers
First Two Vaults To Deliver In The Afternoon On 3/27/08 @ $16,228.00 Each**
Last 2 Vaults To Deliver Around 4/7/08 @ $14,337.00 Each**
- No Sealers Or Coatings Are Included In Any Of These Prices (If Required)
**These Prices Are Contingent On Receipt Of Signed Quotation, Signed Product Drawing &
Confirmation Of 50% Deposit All Received In Our Office By End of Business March 20, 2008
- Contractor To Grout In Divider Wall After Placement
- Heaviest Piece Weighs Approximately 46,000 lbs.
- Additional Risers (If Required)
Our Standard Precast Concrete Manhole Risers (Risers Weigh 50 lbs/Inch Of Thickness)
24" I.D. x 2" Tall @ $24.00 Each; 3", 4" Or 6" Tall @ $30.00 Each; 8" Or 12" Tall @ $42.00 Each
- Additional Joint Sealant For Use With Additional Risers @ $9.00/Roll (Each Joint Requires Appx. 1/2 roll/joint)
FOB Jobsite, Contractor Unloads, 1 Hour Unloading Time/Truck With Sufficient Truck Access, Full
Truckloads Required. Additional Truck Time @ $105.00/Hour/Truck. (If Required)
Any Structure That Must Be Water Tight, Must Be Water Or Vacuum Tested Prior to Backfilling
Pricing Is Based On Current Steel, Cement & Fuel Prices & Is Subject To Change Should Any Of These Prices Increase
More Than 10%
Production Lead -Time May Vary Dependant On Availability of Cement From Our Supplier
TERMS
C.O.D.
FIRST PURCHASE IS C.O.D., 50% DOWN REQUIRED AND BALANCE IS DUE UPON DELIVERY, OR PAY FOR ALL UP FRONT - NO
APPLICABLE TAXES INCLUDED. SUBJECT TO YOUR MATERIAL REQUIREMENTS MEETING OUR PRODUCTION SCHEDULE
PRICE SUBJECT TO CHANGE IF FUEL COSTS CHANGE SIGNIFICANTLY THIS QUOTE MAY BE WITHDRAWN BY US IF NOT
ACCEPTED WITHIN 30 DAYS. NET 30 DAYS CREDIT ACCOUNT OPENED AFTER FIRST PURCHASE, BASED ON CREDIT
APPLICATION APPROVAL.
VAUGHN CONCRETE PRODUCTS, Inc.
ACCEPTED BY DATE
PRECAST CONCRETE VAULT
10'-0" WIDE X 20'-0" LONG X 6' 6" HIGH INSIDE DIMENSIONS
USED FOR APPX. 7,700 GALLON CAPACITY SEPTIC TANK
MARATHON OIL 21'-4"
PICEANCE BASIN
NEAR PARACHUTE, CO
CLOVIS, NM
4 REQUIRED
SHEET 1OF1
11" DIAMETER PIPING
BLOCKOUTS WITH PRESS -IN
GASKETS FOR 6" INLET & OUTLET
PIPES (LINERS FOR4" PIPES
AVAILABLE IF NECESSARY)
TO ENSURE THAT STRUCTURE 15
WATER TIGHT, THE STRUCTURE
MUST BE WATER OR VACUUM
TESTED PRIOR TO BACKFILLING
LIFTING INSERTS (TYP. OF 4
CAST IN EACH SECTION),
CONTRACTOR TO GROUT SHUT
OUR STANDARD 24" DIAMETER
CAST IRON RINGS & COVERS,
TYP. OF 3
(5) 12' TALL & (1) 6" TALL 24"
ID MANHOLE RISERS, TYP.
EACH ACCESS
1 ROW JOINT SEALANT/JOINT OF
RISERS & RINGS & COVERS
11" DIAMETER PIPING
BLOCKOUTS WITH PRESS -IN
GASKETS FOR 6" INLET & OUTLET
PIPES (LINERS FOR4" PIPES
AVAILABLE IF NECESSARY)
2 ROWS JOINT
SEALANT/JOINT OF VAULT
20' 0"
APPROVED BY:
DATE :
8" DIVIDER WALL
2ST—I d.11,
Z?
J -J
S
J
10'-0" 11 -4"
PLAN VIEW
24" DIAMETER ACCESS
OPENINGS, TYP. OF 3
WEIGHTS:
- EACH VAULT SECTION WEIGHS APPX. 46,000 LBS.
- DIVIDER WALL WEIGHS APPX. 8,500 LBS.
NOTES:
- CONCRETE: 5000 P.S.I. MINIMUM
- REINFORCING: GRADE 60 MINIMUM
- DESIGNED FOR AASHTO HS -20-44 LOADINGS
- FLOOR, WALLS, ROOF & DIVIDER WALL TO BE 8" THICK
ACTUAL DIMENSIONS OF CONCRETE PRODUCTS MAY VARY SLIGHTLY
ICX20X6 6 7700 CANON (.0110 1P4 tV AIHON OL. AV6
2AG 0 AtF : 318.06
2AtP MO2IrIEr: 5.20..1
SECTION VIEW
vvaughn
concrete products, inc.
DRAWING SCALE IS 1:55
12650 Tucson Street Henderson, Colorado 80640-9443
Toll Free (877) 827-8255 Toll Free Fax (877) 827-7363
(303) 659-3747 Fax (303) 659-1333
2671 So. Greeley Hoq Cboyenne.Wyomlog 87007-3681 (307)634-0695
10021 M,o00o Blvd EaoI PmoN:q Toy90 79108.742 (806) 3743747
PRECAST CONCRETE STRUCTURE WITH 6" OR THICKER FLOOR
INSTALLATION GUIDELINES/INSTRUCTIONS
THE ITEMS LISTED HERE ARE BASIC GUIDELINES/INSTRUCTIONS. THE EXCAVATOR/INSTALLER MUST PERFORM THE WORK, BUT ONLY IN
AREAS OF THEIR OWN COMPETENCE. IF ANY PORTION OF THE PROCESS OR CRITERIA FALLS OUTSIDE OF YOUR AREA OF COMPETENCE,
PLEASE CONSULT WITH A REGISTERED ENGINEER.
SITE CONDITIONS
THE SITE MUST BE ACCESSIBLE TO LARGE, HEAVY TRUCKS.
THE SITE MUST BE FREE OF ITEMS LIKE TREES, OVERHEAD WIRES & BUILDINGS THAT COULD INTERFERE WITH ACCESS TO THE EXCAVATION.
PLACEMENT OF THE STRUCTURE REQUIRES THE BACK OF OUR DELIVERY TRUCKS TO BE ON STABLE GROUND AND WITHIN THE FOLLOWING REACHES:
- MONORAIL TRUCK DELIVERIES: 7-6 FROM THE BACK OF OUR MONORAIL TRUCK ON STABLE GROUND TO THE CENTER OF THE EXCAVATION
- BOOM TRUCK DELIVERIES: 12'-0" FROM THE BACK OF OUR BOOM TRUCK ON STABLE GROUND TO THE CENTER OF THE EXCAVATION
ALL STRUCTURES MUST SET DIRECTLY OFF THE BACK OF OUR TRUCKS. EACH DELIVERY TRUCK I5 APPROXIMATELY 45 FT. LONG AND 14 FT. HIGH.
EXCAVATION
EXCAVATION SHOULD ALLOW FOR APPROXIMATELY 8" (MINIMUM) T018" OF CLEARANCE ON EACH SIDE OF THE STRUCTURE TO ALLOW FOR REMOVAL
OF OUR LIFTING APPARATUS. THIS MAY VARY WITH SOIL CONDITIONS. NEVER ENTER AN UNSAFE EXCAVATION.
BEDDING
PROPER USE OF BEDDING MATERIAL IS IMPORTANT TO ENSURE SERVICE LIFE OF THE STRUCTURE. BEDDING AND SOIL BENEATH THE STRUCTURE
MUST BE STABLE AND CAPABLE OF BEARING THE WEIGHT OF THE STRUCTURE, ITS CONTENTS AND THE SOIL AND OTHER ITEMS COVERING THE TOP
OF THE STRUCTURE. BEDDING MATERIALS SHALL HAVE THE ABILITY TO 100% PASS THROUGH A %" SCREEN. BEDDING THICKNESS SHALL BEA
MINIMUM OF 4" COMPACTED. THICKNESS MAY NEED TO BE INCREASED DEPENDANT UPON EXISTING SOIL CONDITIONS. ITIS THE
EXCAVATOR/INSTALLER'S RESPONSIBILITY TO HAVE A SOIL ANALYSIS AND ENGINEERING DONE IF THEY ARE UNSURE IF THE SOIL IS SUITABLE. IT IS
CRITICAL THAT THE BEDDING DOES NOT HAVE ANY HIGH SPOTS IN THE CENTER THAT WOULD CAUSE UNDUE STRESS AT ANY POINT ON THE
STRUCTURE FLOOR.
JOINT SEALANT (IF USED)
JOINT SURFACE NEEDS TO BE CLEAN AND SEALANT NEEDS TO BE PLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. IT IS IMPERATIVE
TO OVERLAP THE JOINTS OF THE SEALANT, ONE DIRECTLY ON TOP OF THE OTHER AT LEAST 1 Y2" (NOT SIDE BY SIDE) TO ENSURE A WATER TIGHT SEAL.
WATER TABLE
STRUCTURES PLACED WHERE WATER LEVELS CAN POTENTIALLY BE HIGHER THAN THE ELEVATION OF THE STRUCTURE FLOOR OR TOP, MUST BE
BROUGHT TO THE ATTENTION OF VAUGHN CONCRETE PRODUCTS, INC. PRIOR TO ORDERING THE STRUCTURE.
ADDITIONAL INSTALLATION INSTRUCTIONS SUCH AS BALLAST AND COATING MAY BE REQUIRED.
WATER LEAK OR VACUUM TESTING
TO ENSURE THAT THE STRUCTURE IS WATER TIGHT, IT MUST BE WATER OR VACUUM TESTED PRIOR TO BACKFILL
BACKFILL MATERIAL
THE SIDE WALLS OF STRUCTURES REQUIRE DRY BACKFILL MATERIALS THAT HAVE THE ABILITY T0100%PASS THROUGH A 2" SCREEN. A MINIMUM OF
8" OF SUITABLE BACKFILL MATERIAL ON ALL SIDES IS REQUIRED FROM THE BOTTOM TO THE TOP OF THE STRUCTURE. EXPANSIVE BACKFILL MATERIAL
SHOULD NOT BE USED. BACKFILL MATERIAL SHALL BE PLACED WITH A BACKHOE OR OTHER MEANS THAT WILL AVOID IMPACT LOADS ON THE SIDE
WALLS OF THE STRUCTURE. MINIMAL COMPACTION OF BACKFILL MATERIAL IS PERMITTED ON THE SIDE WALLS OF THE STRUCTURE. CARE MUST BE
USED AS COMPACTING OR WHEEL COMPACTING CAN CAUSE EXCESSIVE PRESSURES TO THE SIDE WALLS OF THE STRUCTURE AND CAN CAUSE
FAILURE. IF MORE THAN 85% PROCTOR COMPACTION IS REQUIRED, USE 3/" OR 3/4" GRAVEL OR OTHER SELF -COMPACTING MATERIAL FOR YOUR
BACKFILL MATERIAL.
COVER MATERIAL
COVER MATERIAL SHALL BE DRY SOIL, SAND OR GRAVEL MATERIAL THAT HAS THE ABILITY T0100%PASS THROUGH A 2" SCREEN. CARE MUST BE
USED AS COMPACTING OR WHEEL COMPACTING CAN CAUSE EXCESSIVE PRESSURES TO THE TOP OF THE STRUCTURE AND CAN CAUSE FAILURE.
COVER MATERIALS SHALL BE MOUNDED OVER THE STRUCTURE AND AROUND RISERS TO DIRECT RUN-OFF AWAY FROM BOTH.
PLEASE CONSULT WITH A VAUGHN CONCRETE PRODUCTS REPRESENTATIVE WITH ANY QUESTIONS ORCONCERNS TOLL FREE @1-877-827-8255
VISIT US ON THE WEB @ www.vaughnconcreteproducts.com
lvaughn
concrete products, inc.
12650 Tucson Street • Henderson, Colorado 80640 • 303-659-3747, Fax 303-659-1333
2671 South Greeley Hwy • Cheyenne, Wyoming 82007 • 307-634-0695, Fax 307-634-0694
10021 Amarillo Blvd East • Amarillo, Texas 79108 • 806-374-3747, Fax 806-335-3717
IN`.rALLArION 6llRLINES-6 P OI.iMO
2A1T MA1E2112, 05
APPROVED BY:
DATE:
SELECT SIZE:
2000 _
2500
3000 _
3500
4000 _
PLAN VIEW
OUR STANDARD 24" DIAMETER CAST
IRON RINGS & COVERS, TYP. OF 3
24" I.D. MANHOLE RISER AS REQUIRED
TO ADJUST RINGS & COVERS TO GRADE,
TYP. EACH ACCESS
CONSEAL JOINT SEALANT
11" DIAMETER OPENING CAST IN ON
INLET & OUTLET END, OPENING
CAN BE PROVIDED WITH PRESS -IN
GASKETS FOR 4", 6" OR 8" PIPE
CONSEAL JOINT SEALANT
SECTION VIEW
"G", 'H°, "I" & 'K" DIMENSIONS:
ALL ARE TO THE PIPE INVERT
PRECAST CONCRETE
GREASE INTERCEPTORS Th
2000 GALLON & LARGER CAPACITIES
B
r
DIVIDER WALL SLIPS INTO
NOTCHES CAST IN THE
SIDEWALLS OF THE TANK,
CONTRACTOR TO GROUT IN
®_Alli IIn II�
2" FREE
AIR SPACE
A
24" DIAMETER ACCESS
OPENING, TYP. OF 3
4" PVC
DIVIDER
COUPLING
CAST IN F
CONTRACTOR TO PROVIDE ALL
PIPING FOR INLET & OUTLET TEES
& CROSSOVERS AS REQUIRED
• °J° DIMENSION:
13 APPROXIMATE HEIGHT FROM BOTTOM OF
PRECAST UNIT TO BOTTOM OF 11° HOLE, NOT TO
BOTTOM OF THE PIPE INVERT
°' "K" DIMENSION:
IS FOR DIGGING INFORMATION ONLY, APPROXIMATE HEIGHT
FROM BOTTOM OF PRECAST UNIT TO THE PIPE INVERT,
EXCAVATION SHOULD ALLOW T ON EACH SIDE OF INTERCEPTOR
FOR SLING & LIFTING BOLT REMOVAL
WALLS & FLOOR TO BE 6° THICK
REINFORCED FOR AASHTO HS -20-44 LOADINGS
CONCRETE:5000 P.5.1. MINIMUM
LARGER SIZE UNITS UP TO 30,000 GALLONS ARE
AVAILABLE - CALL FOR INFORMATION
DRAWING IS NOT TO SCALE
ACTUAL DIMENSIONS OF CONCRETE PRODUCTS MAY VARY SLIGHTLY
lvaughn
GREASE INTERCEPTOR DIMENSIONS
2000
2500
3000
3500
4000
A
7'-O"
7'-0"
7'-0"
7'-0"
7'-0"
B
13'-0"
13'-0"
13'-0"
171-0"
17'-0"
C
76"
88"
100"
89"
98"
D
93"
93"
93"
120"
120"
E
45"
45"
45"
66"
66"
F
62"
74"
86"
75"
84"
G(4" PIPE)
51"
63"
75"
64"
73"
G (6" PIPE)
50"
62"
74"
53"
72"
G 0" PIPE)
49"
61"
73"
62"
71"
11
44"
56"
68"
57"
66"
I (4" PIPE)
47"
59"
71"
60"
69"
V
53-1/2"
65-1/2"
77-1/2"
66-1/2"
75-1/2"
DIGGING DEPTH INFORMATION
"K (4" PIPE)
57"
69"
81"
70"
79"
"K (6" PIPE)
56"
68"
80"
69"
78"
"K (8" PIPE)
55"
67"
79"
68"
77"
TOTAL APPROXIMATE WEIGHTS (IN LES)
31,500 34,900 38,200 43,500 46,800
HEAVIEST PIECE (MAX. WEIGHT) BASED ON EQUAL HEIGHT SECTIONS (IN LBS)
f 15,000 16,200 17,400 20,500 1 22 000
concrete products, inc. °°°nA �G
12650 Tucson Street • Henderson, Colorado 80640 • 303-659-3747, Fax 303-659-1333
2671 South Greeley Hwy • Cheyenne, Wyoming 82007 • 307-634-0695, Fax 307-634-0694
10021 Amarillo Blvd East • Amarillo, Texas 79108 • 806-374-3747, Fax 806-335-3717
PRECAST CONCRETE STRUCTURE WITH 6" OR THICKER FLOOR
INSTALLATION GUIDELINES/INSTRUCTIONS
THE ITEMS LISTED HERE ARE BASIC GUIDELINES/INSTRUCTIONS. THE EXCAVATORIINSTALLER MUST PERFORM THE WORK, BUT ONLY IN
AREAS OF THEIR OWN COMPETENCE. IF ANY PORTION OF THE PROCESS OR CRITERIA FALLS OUTSIDE OF YOUR AREA OF COMPETENCE,
PLEASE CONSULT WITH A REGISTERED ENGINEER.
SITE CONDITIONS
THE SITE MUST BE ACCESSIBLE TO LARGE, HEAVY TRUCKS.
THE SITE MUST BE FREE OF ITEMS LIKE TREES, OVERHEAD WIRES & BUILDINGS THAT COULD INTERFERE WITH ACCESS TO THE EXCAVATION.
PLACEMENT OF THE STRUCTURE REQUIRES THE BACK OF OUR DELIVERY TRUCKS TO BE ON STABLE GROUND AND WITHIN THE FOLLOWING REACHES:
- MONORAIL TRUCK DELIVERIES: 7'-6" FROM THE BACK OF OUR MONORAIL TRUCK ON STABLE GROUND TO THE CENTER OF THE EXCAVATION
- BOOM TRUCK DELIVERIES: 12-0" FROM THE BACK OF OUR BOOM TRUCK ON STABLE GROUND TO THE CENTER OF THE EXCAVATION
ALL STRUCTURES MUST SET DIRECTLY OFF THE BACK OF OUR TRUCKS. EACH DELIVERY TRUCK IS APPROXIMATELY 45 FT. LONG AND 14 FT. HIGH.
EXCAVATION
EXCAVATION SHOULD ALLOW FOR APPROXIMATELY 8" (MINIMUM) TO 18" OF CLEARANCE ON EACH SIDE OF THE STRUCTURE TO ALLOW FOR REMOVAL
OF OUR LIFTING APPARATUS. THIS MAY VARY WITH SOIL CONDITIONS. NEVER ENTER AN UNSAFE EXCAVATION.
BEDDING
PROPER USE OF BEDDING MATERIAL IS IMPORTANT TO ENSURE SERVICE LIFE OF THE STRUCTURE. BEDDING AND SOIL BENEATH THE STRUCTURE
MUST BE STABLE AND CAPABLE OF BEARING THE WEIGHT OF THE STRUCTURE, ITS CONTENTS AND THE SOIL AND OTHER ITEMS COVERING THE TOP
OF THE STRUCTURE. BEDDING MATERIALS SHALL HAVE THE ABILITY TO 100% PASS THROUGH A 3/4" SCREEN. BEDDING THICKNESS SHALL BE A
MINIMUM OF 4" COMPACTED. THICKNESS MAY NEED TO BE INCREASED DEPENDANT UPON EXISTING SOIL CONDITIONS. IT IS THE
EXCAVATOR/INSTALLER'S RESPONSIBILITY TO HAVE A SOIL ANALYSIS AND ENGINEERING DONE IF THEY ARE UNSURE IF THE SOIL 15 SUITABLE. ITIS
CRITICAL THAT THE BEDDING DOES NOT HAVE ANY HIGH SPOTS IN THE CENTER THAT WOULD CAUSE UNDUE STRESS AT ANY POINT ON THE
STRUCTURE FLOOR.
JOINT SEALANT (IF USED)
JOINT SURFACE NEEDS TO BE CLEAN AND SEALANT NEEDS TO BE PLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. ITIS IMPERATIVE
TO OVERLAP THE JOINTS OF THE SEALANT, ONE DIRECTLY ON TOP OF THE OTHER AT LEAST 1 %" (NOT SIDE BY SIDE) TO ENSURE A WATER TIGHT SEAL.
WATER TABLE
STRUCTURES PLACED WHERE WATER LEVELS CAN POTENTIALLY BE HIGHER THAN THE ELEVATION OF THE STRUCTURE FLOOR OR TOP, MUST BE
BROUGHT TO THE ATTENTION OF VAUGHN CONCRETE PRODUCTS, INC. PRIOR TO ORDERING THE STRUCTURE.
ADDITIONAL INSTALLATION INSTRUCTIONS SUCH AS BALLAST AND COATING MAY BE REQUIRED.
WATER LEAK OR VACUUM TESTING
TO ENSURE THAT THE STRUCTURE IS WATER TIGHT, IT MUST BE WATER OR VACUUM TESTED PRIOR TO BACKFILL I
BACKFILL MATERIAL
THE SIDE WALLS OF STRUCTURES REQUIRE DRY BACKFILL MATERIALS THAT HAVE THE ABILITY TO 100% PASS THROUGH A 2" SCREEN, A MINIMUM OF
8" OF SUITABLE BACKFILL MATERIAL ON ALL SIDES IS REQUIRED FROM THE BOTTOM TO THE TOP OF THE STRUCTURE. EXPANSIVE BACKFILL MATERIAL
SHOULD NOT BE USED. BACKFILL MATERIAL SHALL BE PLACED WITH A BACKHOE OR OTHER MEANS THAT WILL AVOID IMPACT LOADS ON THE SIDE
WALLS OF THE STRUCTURE. MINIMAL COMPACTION OF BACKFILL MATERIAL IS PERMITTED ON THE SIDE WALLS OF THE STRUCTURE. CARE MUST BE
USED AS COMPACTING OR WHEEL COMPACTING CAN CAUSE EXCESSIVE PRESSURES TO THE SIDE WALLS OF THE STRUCTURE AND CAN CAUSE
FAILURE. IF MORE THAN 85% PROCTOR COMPACTION IS REQUIRED, USE %" OR 3/4" GRAVEL OR OTHER SELF -COMPACTING MATERIAL FOR YOUR
BACKFILL MATERIAL.
COVER MATERIAL
COVER MATERIAL SHALL BE DRY SOIL, SAND OR GRAVEL MATERIAL THAT HAS THE ABILITY TO 100% PASS THROUGH A 2" SCREEN. CARE MUST BE
USED AS COMPACTING OR WHEEL COMPACTING CAN CAUSE EXCESSIVE PRESSURES TO THE TOP OF THE STRUCTURE AND CAN CAUSE FAILURE.
COVER MATERIALS SHALL BE MOUNDED OVER THE STRUCTURE AND AROUND RISERS TO DIRECT RUN-OFF AWAY FROM BOTH,
PLEASE CONSULT WITH A VAUGHN CONCRETE PRODUCTS REPRESENTATIVE WITH ANY QUESTIONS OR CONCERNS TOLL FREE @ 1.877-827.8255
VISIT US ON THE WEB @ www.vaughnconcreteproducts.com
lvaughn IN5MA-MIoN aUL%LI E5-6IN71.7/di
oe
concrete products, inc. aaEp, a'2,
12650 Tucson Street • Henderson, Colorado 80640 • 303-659-3747, Fax 303-659-1333
2671 South Greeley Hwy • Cheyenne, Wyoming 82007 • 307-634-0695, Fax 307-634-0694
10021 Amarillo Blvd East • Amarillo, Texas 79108 • 806-374-3747, Fax 806-335-3717
07/25/2007 09:58 19706252106
DOWN VALLEY SEPTIC PAGE 03/04
DOWN VALLEY SEPIIC 8 DR'ANN, INC
scoTT MOYER OWNER
SMELLY PROBLEM SPECIALIST
P.O. BOX 1929 RIFLE, CO 81650
970-625-5556 TOIL FREE 866-31.5556
July 25, 2007
Marathon Oil Company
Attn: Don Lafont
5555 San Felipe
Houston, TX 77056
Re: Vac Truck Services
To Whom It May Concern:
We, Down Valley Septic are supplying Marathon Oil Company with vac truck
services and general maintenance for the construction & to accommodate the Drilling
Rigs for Marathon Oil Company's Piceanee Project in remote areas on top of the Mesa in
western Colorado. We will be providing maintenance and supplying a vac truck to
remove the sewage from the top of the Mesa. The sewage associated will be hauled off
the Mesa and legally disposed of at the Garfield County Landfill.
ank you,
Siiheci5 Moat)
cott
MUNICIPAL • RESIDENTIAL • COMMERCIAL
SEPTIC • SEWER • DRAIN