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Home My WebLink AboutApplicationc@ Garjield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945·8212 www.garfield-county.com ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT APPLICATION r TYPE OF CONSTRUCTION ' x New Installation I D Alteration I 0 Repair WASTE TYPE X Dwelling I D Transient Use f 0 Co mm/Industrial I D Non-Domestic 0 Other Describe INVOLVED PARTIES ----Property Owner: Bureau of land Management Phone: (970) 876-9000 Malling Address: Colorado River Valle~ Field Office 2300 River Frontage Road Silt1 co 81652 Contractor: TEP Rockll Mountain LLC Phone: (970} 285·9377 MaHlng Address: PO Box 370 1 Parachute, CO 81635 Engineer: David Fox Phone: (970} 250-5505 Malling Address: PO Box 3701 Parachute, CO 81635 --PROJECT NAME AND LOCATION Job Address! MV 16-9 -See the attached Qlat for descri~tion Assessor's Parcel Number: 240921200952 Sub. Lot Block - Building or Service Type: Temporarv office & house #Bedrooms: 2 Garbage Grinder No Distance to Nearest Community Sewer System : NA Was an effort made to connect to the Community Sewer System: NA TypeofOWTS a Sepllc Tank I a Aeration Plant I x Vault I a Vault Privy I a Composting Toilet C Recydlng, Potable Use a Recy~lng I a Pit Privy I c lndneratlon Toilet C Chemical Toilet X Other Hauled bl! HB Ri:nlals ls! !iii!cfl!:kl '211n~ l.las.!DI[ Dlsl!2sal ' ~ Ground Conditions Depth to 111 Ground water table NA ] Percent Ground Slope ~ Final Disposal by a Absorption trench, Bed or Pit I c Underground Dispersal I a Above Ground Dispersal C Evapotransplratlon ':_ ~astewater Pond I C Sand Fiiter X Other Hauls:d bl! ti~ Bs:nli!I~ lQ !iii!d!!:ls! ~QYnll! landfill Dls~si!I Site -Water Source & Type C Well I 0 Spring I c Stream or Creek --, a astern X Community Water System Name Otl£ gf Rifts: Wat!,lr Fagll!ll Effluent Wiii Effluent be discharged directly Into waters of the State? C Yes XNo I i I CERTIFICATION Appiicant acknowtedges 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. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and legal action for perjury as provided by law. I hereby acknowledge that I have read and understand the t ce and Certlflcatlon above as well as have provided the required information which is correct a t:c rate to the best of my knowledge. I ~ - OFFICIAL USE ONL V Special Conditions: Total Fees: ~ 00 Fees Paid: ;5 ~ ()(} DATE Section 9 T. 7 s., R. 96 w. ESTIMATED EARTHWORK QUANTITIES (cy) ITEM CUT FILL TOPSOIL EXCESS l PAD 24250 4500 2750 17000 B i 0 0 24250 4500 2750 17000 f I 13tf J!md ltWrJ Slrttlt ~ 0Jlotado61650 I {910/ 6:15-2170 Flu (9701 6:15~173 I j "NOTE: 1.} 10% SweU Factor Applied to Earthwork Cut Volume. 2.) Top son Volume Based on 12" Soll Depth. 3.) Total Disturbed Area= .:t:.4.13 ac. REVISED: 8/ 18/ 14 MV 16-9 Drill Pad • Plat 2 CONSTRUCTION LAYOUT Section 9 T. 7S., R . 96 W. ACCESS DESCRIPTION: FROM THE INTERSECTION OF THE 1-70 FRONTAGE ROAD AND COUNTY ROAD 215 AT PARACHUTE, PROCEED IN A NORTHWESTERLY DIRECTION ALONG COUNTY ROAD 215 :t2.1 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A SOUTHWEST TO NORTHWESTERLY DIRECTION :i:1.7 MILES TO A THREE-WAY INTERSECTION, PROCEED LEFT IN A SOUTHWESTERLY DIRECTION :t1 .8 MILES TO THE EXISTING~ LOCATION, AS SHOWN HEREON. High Level Alarni n""tsrlllnl llPraat Tank Is Full One aboveground sewage holding tank with 4000-gallon capacity on-site. The Vault System is displayed in both of the pictures . Sewage flows esti - mated to be 300 gallons/day (4 individuals x 75 gpcd). Sewage holding 11 tank needs to be emptied approximately every 13 days (4000 gallons/ 300 gallons per day). Wastewater vault is equipped with overflow alarm device. Wllllams utilizes the services of a licensed contractor to removed and haul the wasterwater to a state certified treatment/disposal facility. One potable aboveground water tank of approximately 4000 gallons ca- pacity on-site. Posted on the front of the Tank there Is a Sign that states 1 "Potable Water Only". Potable water demand is estimated to be 300 gal - lons/day (4 individuals x 75 gpcd). Required minimum fire suppression demand is 2500 gallons. Total potable and fire suppression demand is estimated to be 4000 gal- lons. Road access to the site is maintained year round through the services of pri- . vate road maintenance and construction contractor. SEPTlC e MV16-9 Vault System Description The site will temporarily office and house up to a maximum of four individu- als during natural gas drilling activities and is expected to be completed in one year or less. The individuals will occupy two individual trailer offices/ houses located on the well pad . Office/houses have Colorado Division of Housing compllance tags .