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Home My WebLink About04431e3P lOSFSTh GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 4 3 1 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 Assessor's Parcel No. INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY rrv�.r+� D‘0110 Owner's Name 'PalWWEJ k4 Ott. E1tnE�resent Address UT- S CXtw( r ` 1 C Lift S System Location Legal Description of Assessor's Parcel No Soo( PC'aeachule %Li 09.231 -coo -I5z This does riot constitute a building or use permit. Phonett —»GG3 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) CaII 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. Con- nection 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 I, 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 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.garfield-county.corn NLY Permit Fee: 15-1-5. Parcel No: (this information is available at the assessors office 970-945-9134) 9,,,d1 oC1z.i0Oi 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description J_ .C% 4p 3p4Kier c.fc,t-t.7e Co eii+.3S -7/CO uNrri "r $ 3 i c 6 *10 E Lot Size: 3S Lot No: j' e Block No: Subdi Exemption: 6.rxi .5.(E In 4c 65/ a T- ta4f((Aeneeas7Trir ce, c 4 Owner: (property owner) At c -IF- (-Hera y po}titge"r t� Mailing Address 217 3 S- ce"0.7 C'o,s-.a. to Ph: e 7o Gla— -Z. 6,.2 3 Alt Ph: 5 Contractor: Nn.u.S'7"Hvn-,`' # pthf�re. t £ tit to*, Mailing Address . 5e -i t C Ph:c int `e Alt Ph: 6 Engineer: Mailing Address Ph: Alt Ph: 7 PERMIT REQUEST FOR: ( New Installation ( ) Alteration ( ) Repair 8 WASTE TYPE:Dwelling ( )Transient Use ( )Commercial or industrial )Non- Domestic wastes (()Other - Describe 9 BUILDING OR SERVICE TYPE: Res +Pe vol, tr'- Number of bedrooms A-. Garbage Grinder ( )Yes pc)No SOURCE & TYPE OF WATER SUPPLY: (54WELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN by COMMUNITY WATER, name of supplier: 10 If supplied give 11 TO NEAREST COMMUNITY SEWER SYSTEM: 2 1.1. t k -t5 DISTANCE to to the Community System? ha cm Was an effort made connect YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth to 18 Ground Water Table 8 FT Percent Ground Slope i 2% 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: r( eptic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet ( )Other- Describe 14 FINAL DISPOSAL BY: (s)Absorption trench, Bed or Pit ( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter ( )Other- Describe ( )Wastewater pond 15 Will effluent be discharged directly into waters of the state? ( )YES,NO 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No.1 Minutes per inch in hole No.3 Minutes per inch in hole No.2 Minutes per inch in hole No._ & telephone of RPE who made soil absorption test: Name, address & RPE responsible for design of the system: Name, address telephone of 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. 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 ler al action for perjury as provided by II j OWNERS SIGNA R DAT NLY Permit Fee: 15-1-5. Perk Fee: Total fees: . - Building Permit #: l Ogg+ �: 10C) Septic Permit #: Lc Ll_\ 11V Issue Date: L� , Building & Planning Dept: APPRO DATE PO Box 2844 Glenwood Springs,C0 81602 Ph 970.618.5033 Fax 303-216-2796 8p* /03-87 ssectPat./43i August 16, 2009 Project No. 1628 Michael Henry Turner 4735 County Road 300 Parachute, CO 81635 Installation Observations 4735 County Road 300 Garfield County, Colorado Beaver, ALL SERVICE septic, LLC reviewed the installation of the septic system for the subject property. The installation included a 1000 -gallon, two-compartment concrete septic tank with an effluent filter on the outlet, followed by a gravelless chamber bed. The bed has 3 rows of 7 `standard' Bio- difuserTM chambers, for a total of 21 chambers, equaling 326 SF of infiltrative area. Effluent is distributed with a 4 -inch level manifold. The OWS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Garfield County Nov 022009 G�IRFIF� BUll-OING`Dpi�NNING PO Box 2844 LC Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 July 25`x' 2009 Project No. 1628 Michael Henry Palmer 4735 County Road 300 Parachute, CO 81635 Subsurface Investigation and Onsite Wastewater System Design, 2 -Bedroom Structure 4735 County Road 300 Garfield County, Colorado Michael, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Parachute, in an area where OWS are necessary. SITE CONDITIONS A 2 -bedroom residence is being constructed at the subject property. The Colorado River flows to the north of the subject residence. The proposed drain field area is relatively flat and has a moderate cover of vegetation. A well serves the residence located 100+ feet to the east of the drain field. SUBSURFACE The subsurface was investigated by observing an 8 -foot soils profile next to the residence. The materials encountered consisted of a thin layer of topsoil, underlain by silty sand to 8 feet, the maximum depth observed. Groundwater or bedrock was not encountered. The OWS will be design using a 0.95 gals/day LTAR. DESIGN SPECIFICATIONS The OWS design is based on 2 -bedrooms and an average sewage load of 300 GPD. The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter on the outlet, followed by a gravelless chamber bed. The bed must have 3 rows of 7 Biodifuser chambers, for a total of 21 chambers and 326 SF of infiltrative area. Four -inch perforated PVC laterals must be suspended the full length of each chamber row. A 4 -inch manifold must be installed to distribute effluent. Onsite Wastewater System Page 2 Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Onsite Wastewater System Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies COLORADO RIVER 21 'BIODIFUSER' STANDARD CHAMBERS. 3 ROWS OF 7 CHAMBERS WITH 4" PERFORATED LATERAL SUSPENDED THE FULL LENGTH OF EACH ROW. \ NN SITE PLAN 4" EFFLUENT PIPE. 1% FALL TO 4" PVC MANIFOLD ;'SCALE: -" \ 25 setpack %' OBSERVATION PIPE (TYP) • ts ,, 4" SEWER PIPE WITH CLEANOUT. 2% FALL TO TANK MIN. C F = 30' 1000 -GALLON, TWO-COMPARMENT SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET NO WELLS WITHIN 100; 4735 COUNTY ROAD 300 GARFIELD COUNTY, COLORADO PALMER RESIDENCE 'ALL SERVICE SEPTIC, LLC PO Box 204e, GLENwOOD SPRINGS, CO OI602 970-618-5033 PRO. NO. 1628 FIGURE 2 DESIGN 2 -BEDROOM RESIDENCE LOADING = q = 300 GALLONS PER DAY APPLICATION RATE = 0.95 GALS/SF/DAY CALCULATED AREA = (1.5 X q) / 0.95 GALS/SF/DAY) = 474 SF PROPOSED AREA = 474 SF X 40% REDUCTION = 284 SF BED SPECIFICATIONS WIDTH OF BED = 9 FEET = 3 CHAMBERS LENGTH OF BED = 43.75 FEET = 7 CHAMBERS TOTAL NUMBER OF' STANDARD BIODIFUSER CHAMBERS = 21 TOTAL INFILTRATIVE AREA = 326 SF ONE TOTAL BED DRAIN HELD CROSS SECTION - TYP. SANDY FILL MAY BE PLACED ON TOP OF CHAMBERS. CHAMBERS MUST BE PLACED IN NATIVE MATERIAL. 4,0 SANDY FILL - 4" PVC • OBERVATION PIPE NATIVE SOILS AX GRAVELLESS `standard' Biodifuser Chamber 2,0 MIN LIMIT OF EXCAVATION SCARIFY SURFACE EX GRADE OP OBSERVATION PIPE PLAN VIEW - TYP. 4.0 -INCH PVC PERFORATED LATERALS SUSPENDED WITHIN CHAMBERS. \ GRAVELLESS BIODIFUSER CHAMBER 'STANDARD' / \ tr CAPS END CAPS 43,75' 3 FEET j EFFLUENT LINE FROM SEPTIC TANK. PROJECT Na 1628 FIGURE 3 TO N 0 rn 0 0) N CO zo 073 z O 0 co n D Fri D Fri r ') 3 O N � rt 21 (0 0 O 0 rt 0. CDQ 3 0 N n S 0 N 0 CO CO N a6Joyosip luanlJJ3 0 0 t0 Adapter (cast or bolted) N N 2-; O 0 rt O o n am N _ N N0 ap, uanio ue JO u -n N 0O 3 SITE PLAN 2 . SCALE: 1" = 200' COLORADO RIVER 0 2 -BEDROOM RESIDENCE 35 ACRES +- p WELL 4735 COUNTY ROAD 300 GARFIELD COUNTY, COLORADO PALMER RESIDENCE ALL SERVICE SEPTIC, LLC PO Box 2846, G.ENWOOD SPRINGS, CO 81602 970-618-5033 PRO. NO. 1628 FIGURE 1