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Home My WebLink About045111-0)l Locr' �u 5 .I n i�� INDIVIDUAL SEWAGE DISPOSAL PERMIT GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 4 5 11 Glenwood Springs, Colorado 81601 Permit Phone (970) 945-8212 Assessor's Parcel No. PROPERTY Owner's Name System Location This does not constitute a building or use permit. hcypn Present Address Phone 2-1DD P-V)av ue--)J Legal Description of Assessor's Parcel No.P CY) 01)4 SYSTEM DESIGN 7.ci l 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 7,2 Septic Tank Capacity � (2.' j 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 8th Street, Suite 401, Glenwood Springs, Co 81601 i#t -1-(pPhone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 lb www,P5 artield-couniv.com I Perk Fee: Parcel No: (this information is available at the assessors office 97ft-945-9134) 2139-163-00-014 2 Per t ft: I 16 Job Address: ('d an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description 2700 Clear Creek Road, P.O. Box 296, De Beque, CO 81630 - CPF located 2.5 miles north-northeast of end of CR 211 - about 19.5 north-northeast of De Beque 3 Building & Planning Dept: LoASize: Lot No: Block No: Subd.I Exemption: 4 Owner: (property owner) Chevron U.S.A. Inc. Mailing Address Atten: Ken Jackson 11111 South Wilcrest Drive Houston, TX 77099 Ph: (281) 561-4991 Alt Ph: (281) 435-0666 5 Contractor. Down Valley Septic and Drain Mailing Address 005 Power Line Road Rifle, CO 81650 Ph: (970) 6254556 Alt Ph: 6 Engineer Mark Nothaft * URS -Washington Division Mailing Address 7800 E. Union Ave., Suite 100, Denver, CO 80237 P (303) 843-2092 AR Ph: 7 PERMIT REQUEST FOR: {X) New Installation ( ) Alteration ( ) Repair B WASTE TYPE: ( )Dwelling ( )Transient Use (x)Commercial or industrial ( }Non- Domestic wastes ( )outer - Describe 9 BUILDING OR SERVICE TYPE: Temporary construction trailers to support Central Production Facility construction Number of bedrooms None Garbage Grinder (X)Yes ( }No 10 SOURCE & TYPE OF WATER SUPPLY: ( )WELL ( }SPRING ( )STREAM OR CREEK ( }CISTERN If supplied by COMMUNITY WATER, give name of supplier. 11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Communitysystem? 19+ miles to De Beque, CO Temporary requirement- no effort made due to the lack of infrastructure. YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth told Ground Water Table >20 ft Percent Ground Slope NA - tank storage 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: ( )Septic Tank ( )Aeration Plant ( }Vault ( }Vault Privy ( }Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( }Chemical Toilet (> Other- Describe On-site storage tank - waste transported off site to Rifle wastewater treatment plant 14 FINAL DISPOSAL BY: ( )Absorption trench, Bed or Pit ( )Underground ( }Wastewater pond (yjOther- Dispersal ( )Above Ground Dispersal ( }Evapotranspiration ( }Sand filter Describe Waste transported to Silt, CO, wastewater treatment plant 15 Will effluent be discharged directly Into waters of the state? ( }YES (x)N0 16 PERCOLATION TEST RESULT: (to be oompteted by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No.10 Minutes per inch in hole No.3 No.4 Minutes per inch in hole No.11 Minutes per inch in hole Name, address & telephone of RPE who made soil Name, address & telephone of RPE responsible Applicant acknowledges that the completeness of the local health department to be made and furnished issuance of the permit is subject to such terms and reports submitted herewith and required to be submitted and are designed to be relied on by the local department understand th s tion or . representation and legal action far ury a o ' law. OWNERS SIGNATURE absorption test: NA for design of the system: NA 17 the application Ls conditional upon such further mandatory and additional test and reports as may be required by by the applicant or by the local health department for purposed of the evaluation of the application; and the conditions as deemed necessary to insure compliance with rules and regulations made, information and by the applicant are or will be represented to be true and correct to the best of my knowledge and belief of heatth in evaluating the same for purposes of issuing the permit applied for herein. I further may result in the denial of the application or revocation of any permit granted based upon said application 0/9/0 a, DATE 'Perm't application prepared by URS - Washington Division, 7800 E. Union Avenue, Denver, CO 80237; 303-843-2219 (office); 303-526-6514 (cell); Atten: Sally Cuffin STAFF USE ONLY Permit Fee: Perk Fee: Total fees: Building I Per t ft: I 16 Septic Permit #: Issue Date: Building & Planning Dept: APPROVAL DATE ilggl: 4÷ 1 i i 1 i _ 11 0000 00 Di o o N URS Washington Division PICEANCE BASIN NATURAL GAS DEVELOPMENT PROGRAM Chevron GARFIELD COUNTY, COLORADO Calculations for ISDS for Central Processing Facility Temporary Office Buildings 1 0 Approved for Construction A Prelim. Issued for Review/Comments REV. DESCRIPTION BY CHKD APVD RVWD DATE REVISIONS CLIENT: CHEVRON North America Exploration and Production PROJECT: Piceance Basin Natural Gas Development Program JOB NO.: 29454 DOC. NO.: Not Applicable C:1Documents and Setlingslgatec5341Desktop\Copy of Chevron Temporary office Buildings Calculalions.doc Washington Division Chevron 1111110 1111011 Date: 10/10/08 CALCULATIONS FOR CENTRAL PROCESSING FACILITY TEMPORARY OFFICE BUILDINGS PICEANCE BASIN NATURAL GAS DEVELOPMENT PROGRAM Doc. No. Not Applicable Rev: 0 Page: 2 of 2 Chevron Temporary Office Buildings Sewage holding tank sizing based on the following: 1. International Private Sewage Disposal Code -2003 (see attachments) 2. 18 people at the site 3. 20 gallons per day per person 4. 5 day holding capacity 5. 2,000 gallon minimum holding tank capacity 18 people x 20 gpd = 360 gallons/day x 5 days = 1,800 gallons Use 2,000 gallon tank (minimum tank capacity) Approved by Mark Nothaft, P.E. (State of Colorado) of URS Washington Division Signature \( / /8/06, �' q2... N M. Date (0 re) /0 -7 -OS �. FE/sT G /11 VRDN TEMPo,('A/Z V orpfce 5u1L D/NG s SEWAGE /-/OZ-12/NG TANK 5 /Z/A16 BASED a,c/ m' FeLLoW/NG : 1. /A/TERNAT/oNAL Pg1 VA7'e 51V45 p/5Po5A L G606-24063 2. /8 PLOPLE AT T//f 5/T& 3. 20 C,ALLoN5 PEP DAY PF -R Pegs() N 4. S PAY I/OLDING CAPACtTY 5. Z, 00 0 GALLci / Al/AladUM MEDIIv6 TANK CaPAG!Ty !S PEOPLE X 20 GPD = 366 ALLMM/5/DAY X 5 OAys = / SO4 6ALLoa s 1156 2, ODD T ALL 014 TAA// (M/M/UUM 7AluX G4PAc1 rj`) ' TANKS TABLE 802.7.2—continued ADDITIONAL CAPACITY FOR OTHER BUILDINGS BUILDING CLASSIFICATION CAPACITY (gallons) Restaurants (24 hour)—kitchen and toilet wastes (per seating space) 60 Retail stores—customers 1.5 Schools (per classroom -25 pupils per classroom) 450 Schools with meals served (per classroom -25 pupils per classroom) 600 Schools with meals served and showers provided (per classroom) 750 Self-service laundries (toilet waste only, per machine) Automatic clothes washers (apartments, service buildings, etc.—per machine) 50 300 Showers—public (per shower taken) 15 Swimming pool bathhouses (per person) 10 For SI: 1 gallon = 3.785 L. SECTION 805 HOLDING TANKS 805.1 Approval. The installation of a holding tank shall not be approved where the site can accommodate the installation of any other private sewage disposal system specified in this code. A pumping and maintenance schedule for each holding tank in- stallation shall be submitted to the code official. 805.2 Sizing. The minimum liquid capacity of a holding tank for one- and two-family dwellings shall be in accordance with Table 805.2. Other buildings shall have a minimum 5 -day hold- ing capacity, but not less than 2,000 gallons (7570 L). Sizing shall be in accordance with Table 802.7.2. Not more than four holding tanks shall be installed in series. TABLE 805.2 MINIMUM LIQUID CAPACITY OF HOLDING TANKS NUMBER OF BEDROOMS TANK CAPACITY (gallons) 1 2,000 2 2,000 3 2,000 4 2,500 5 3,000 6 3,500 7 4,000 8 - 4,500 For SI: 1 gallon = 3.785 L. 805.3 Construction. Holding tanks shall be constructed of welded steel, monolithic concrete, glass -fiber reinforced poly- ester or other approved materials. 805.4 Installation. Tanks shall be located in accordance with Section 802.8, except the tanks shall be not less than 20 feet (6096 mm) from any part of a building. Holding tanks shall be located so the servicing manhole is located not less than 10 feet (3048 rnm) from an all-weather access road or drive. 805.5 Warning device. A high-water warning device shall be installed to activate 1 foot (305 mm) below the inlet pipe. This device shall be either an audible or an approved illuminated 34 alarm. The electrical junction box, including warning equip- ment junctions, shall be located outside the holding tank or housed in waterproof, explosionproof enclosures. Electrical re- lays or controls shall be located outside the holding tank. 805.6 Manholes. Each tank shall be provided with either a manhole not less than 24 inches (610 min) square or a manhole with a 24 -inch (610 mm) inside diameter extending not less than 4 inches (102 mm) above ground. Finish grade shall be sloped away from the manhole to divert surface water from the manhole. Each manhole cover shall have an effective locking device. Service ports in manhole covers shall be not less than 8 inches (203 mm) in diameter and shall be 4 inches (102 nun) above finished grade level. The service port shall have an effec- tive locking cover or a brass cleanout plug. 805.7 Septic tank. The outlet shall be sealed where an ap- proved septic tank is installed to serve as a holding tank. Re- moval of the inlet and outlet baffle shall not be prohibited. 805.8 Vent. Each tank shall be provided with a vent not less than 2 inches (51 mm) in diameter and shall extend not less than 12 inches (305 mm) above finished grade, terminating with a return bend fitting or approved vent cap. 2003 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® TANKS TABLE 802.7.2 ADDITIONAL CAPACITY FOR OTHER BUILDINGS BUILDING CLASSIFICATION CAPACITY (gallons) Apartment buildings (per bedroom—includes automatic clothes washer) 150 Assembly halls (per person—no kitchen) 2 Bars and cocktail lounges (per patron space) 9 Beauty salons (per station—includes customers) 140 Bowling centers (per lane) 125 Bowling centers with bar (per lane) 225 Camp, day use only—no meals served (per person) 15 Campgrounds and camping resorts (per camp space) 100 Campground sanitary dump stations (per camp space) (omit camp spaces with sewer connection) 5 Camps, day and night (per person) 40 Car washes (per car handwash) 50 Catch basins—garages, motor fuel -dispensing facilities, etc. (per basin) 100 Catch basins—truck washing (per truck) 100 Churches—no kitchen (per person) 3 Churches—with kitchen (per person) 7.5 Condominiums (per bedroom --includes automatic clothes washer) 150 Dance halls (per person) 3 Dining halls—kitchen and toilet waste—with dishwasher, food waste grinder or both (per meal served) 11 Dining halls—kitchen waste only (per meal served) 3 Drive-in restaurants—all paper service (per car space) 15 Drive-in restaurants—all paper service, inside seating (per seat) 15 Drive-in theaters (per car space) 5 Employees—in all buildings, per employee—total all shifts 20 Floor drains (per drain) 50 Hospitals (per bed space) 200 Hotels or motels and tourist rooming houses 100 Labor camps, central bathhouses (per employee) 30 Medical office buildings, clinics and dental offices Doctors, nurses, medical staff (per person) Office personnel (per person) Patients (per person) 75 20 10 Mobile home parks, homes with bathroom groups (per site) 300 Motor fuel -dispensing facilities 10 Nursing and rest homes—without laundry (per bed space) 100 Outdoor sports facilities (toilet waste only—per person) 5 Parks, toilet wastes (per person -75 persons per acre) 5 Parks, with showers and toilet wastes (per person -75 persons per acre) 10 Restaurants—dishwasher or food waste grinder or both (per seat) 3 Restaurants—kitchen and toilet wastes (per seating space) 30 Restaurants—kitchen waste only—without dishwasher and food waste grinder (per seat) 9 Restaurants—toilet waste only (per seat) 21 Restaurants (24-hour)—dishwasher or food waste grinder (per seat) 6 (continued) 2003 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 33 N ra H a co N N m 10/13/2008 7I-5. --a 58203 TT7W03 MAN 1117 rn U (b.77 RD -CONICS MFG, INC. brie 207424-0:1+ 7LVn. COOIE GE C'iY. Cd 1306P2 CAW 227-,3177 3400 Gallon Leg Tank Taa DWG BY S.M,H DSGN BY DATE 326.07 SCALE 1 Rho. ART, .Na fe° r' W -17d q 7I-5. --a 58203 TT7W03 MAN 1117 rn U (b.77 RD -CONICS MFG, INC. brie 207424-0:1+ 7LVn. COOIE GE C'iY. Cd 1306P2 CAW 227-,3177 3400 Gallon Leg Tank Taa DWG BY S.M,H DSGN BY DATE 326.07 SCALE 1 Rho. ART, .Na