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Home My WebLink AboutApplication-Permitàa3 ãg GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 4 635 Glenwood Springs, Colorado 81601 Permit Phone (g7O) 945-8212 Assessor's Parcel No INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY Owner's Name Present Address 6Hùô t tuV Aà,GnSphone B \q-r¡>'}'Y System Location Legal Description à orAssessor,s parcer No. Í3,0?.pnspn p xg fvfÃ1-forn - LÐ F. L â3q,9-o ìrıo-r,:3SYSTEM DESIGN Septic Tank Capacity (gallon)Other Percolation Rate (minutes/inch)Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date lnspector F¡NAL SYSTEM INSPECTION AND APPROVAL (as installed) Callfor lnspection (24 hours notice) Before Covering lnstallation Septic Tank Manufacturer or Trade Name Septic Tank Access within B" of surface Absorption Area Slrstem lnstaller Septic Tank Capacity Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date lnspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE GONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health lndividual 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 materialvariation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or both). White -APPLICANT Yellow - DEPARTMENT GARFIELD COLINTY SEPTTC PERMIT APPLICATION 108 8ù Street, Suite 401, Glenwood Springs, Co 81601 Phone: 97 0 -9 45 -8212 / Fax: 970-3 I 4-3 47 0 / Inspection Line: 970-3 84-5 003 I No: (this information is available at the assessors ofllce 970-945-9134) ,2 15o t oa Job (if an address not been assigned please provide Cr , Hwy or Street lr^,*J, Name &city)0r and legal description Lo6,loo It'ol Lot Block Subd./ Exemption \'ad¿¿t Se-rl)-oot c 2 3 4 Owner: (property owner) Sl*,ta + 8N.\Å tl.a"ç"1 MailingAddræs ¿,qo6 lhqîr*q tt-lJÍ¿n,or."l Sei,"jí rca Ph: 770 3 E4 ogrtT AIt Ph: ?7o 3¡1 7'32-1 5 coniiactor: " I o b r r, Tn rrìui.frï .Y3$t¿o-'i' t}¡r,,rL,., aJ 16(1 tff t Ph: î'to-Sttt -77'LY AIt Ph 6 Engineer:'I rPr ?eTZ Mailino Addresse;"ä'i"ä"iï\ å(,",*l hiryt @tt.u,Ph "l'7o " Ltg- 573'3 AIt Ph 7 ( ) Alteration /QReRairPERMIT REQUEST FOR:( ) New lnstallation I WASTE TYPE:Use ( )Commercial or industrial ( )Non- Domestic wastes ( 9 OR SERVICE (ú.- Number of Garbage Grinder ( )Yes 10 SOURCE & TYPE OF WATER SUPPLY:Ø{wtLL ( )sPRrNG ( )STREAM OR CREEK ( )CISTERN lf supplied by COMMUNITY WATER, give name of 11 DISTANCE TO NEAREST COMMUNITY SEWER r ttJ Was an effort made to connecl to the Community System? N O Y o U R N D tvl D UAL ù EWA G E DI SPO SAL SY ST E M PERM IT WI LL N OT BE IS S U E D WITH OU T A S ITE PLAN l2 GROUND CONDITIONS:$,*t lç percent Ground slopr- É !'-Depth to 1r Ground Water Q l3 TYPE OF Ã'Septic INDIVIDUAL SEWAGE DISPOSAL SYSTEM (rsDS)PROPOSED: Tank ( ( )Aeration Plant )Recycling, other use ( )Vault( )Pit Privy ( )Vault Privy( )lncineration Toilet ( )Composting Toilet( )ChemicalToilet( )Recycling, Potable Use t4 15 Will effluent scharged direcily into waters the state? ( )YES TEST (to be completed by Registemd Minutes 28 Minutes 2f Professional Engineer if the Engineer does the P¿gJation Test) per ln ch tn hole No.per inch in hole No.3 per inch tn hole No.2 inch No. il ü33 Name, address & telephone of RPE who made soil absorptíon 0 .6rü- Name, address & telephone of RPE responsible for design of the system:2 acknowledges that the com Þcc of the application IS upon u ch further mandatory and addition al test and reports as may be req U ired by the local health department to be made and furnished by the applicant or by the local terms and condilions as deemed necessary health department for pu rposed of the evalu ation of the application;an d the tssuance of the permit ts subject to such to ns u té compli an ce with ru les and regulations made,information and reports submitted herewith and requr red to be su bmitted by the applicant are or will be represented to be true and conect to the best of my knowledge an d belief and aÍe designed to be relied on by the local department of health n evaluating the same for purp0ses of rss urng the perm it applied for herein.further understand th ^¡óL any falsification 0r misrepresentation may result ln the denial of the applicatlon 0r revocation of any permit s ranled based up0n said application and legal action for perjury as provided by law.lg#a OWNERS RE DATE 16 t7 Building Permit #r NLh Total fees:ì3Perk Fee:Þ trvtqa3Permit Fee: Issue Date:Septic Permit #: Bu DATE n 5-{- FWgìU fü , [¡¡tT\eL f¿-AUEckr eYÇ]hcù. COV4 S¡TE PLAN AND LOCATION OF PROPOSED OWS MUST BE NO WELLS WITHIN IOO-FT NOTES: ABANDON EXISTING DRAIN FIELD EXISTING lOOO-GALLON, TWO.COMPARTMENT TANK. ADD AN EFFLUENT FILTER ON N I fFo' 15' 3d SCÄLE: 1" = 3O D I I 1O'X 1O'X IO'DRYWELL.OUTLET 4' SDR 35 ryC. (1yo FALL TO F|ELD) PIPE THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. 4rr4, 2-BEDROOM EXISTING RESIDENCE DRIVE \\ \\ ooIo ¿#-HIGHWAY 82 GARFIELD COUNTY, COLORADO RAUSCH RESIDENCE ALL SËRVICE SEPTIC, LLC PO Box ZB¿1., GLENwooD SPRINGS, CO 8Ió02 970-6 rB-5055 PRO. NO. r59r FIGURE I 6,lo o DRYWELL DRAIN FIELD SPECIFICATIONS SWALE OR BERM TO DIVERT PLAN VIEW SURFACE 4" PVC INLET LINE FROM SEPTI TANK SROSS SECTTON N GRADE INLET F SEPTIC TANK 10' EXTENT OF FXCAVATION 10' DISPERSAL GRAVEL SHOULD BE1I2" TO 2 112" 10' LO' OF EXCAVATION OBSERVATION PIPE WITH PVC CAP CONCRETE LID WITH BERM OR SWALE MANHOLE COVER GEO-FABRIC DISPERSAL GRAVEL LOTTED PVC OBS, PIPE TO EXTEND TO BOTTOM OF DRYWELL 5 FOOT DIAMETER CONCRETE PERFORATED RINGS .Az _a -l å ¿' 4 ..4 .â .- ? .'t 'o l. , aa. CALCULATIONS 2-BEDROOMS @ 150 GALS/PEFUDAY EACH = 300 GPD LOADING = q = 300 GALTONS PER DAY (GPD) APPLICATION RATE =.95 GPD/SF AREA = (q X 1.5) / 0.95 = 474 SF PROPOSED AREA = 500 SF AREA = BOTTOM AREA = 10 X 10 = 100 SF SIDE AREA = 10 X 10 = 100 (X4) = 400 SF TOTAL AREA = 500 SF PROPOSED DISPERSAL GRAVEL SHOULD BE1I2"TO2 112" REVEGETATE DRAIN FIELD SURFACE pE?ô ttrnT Ntrt lÃQl trtr:t tÞE t 1000-Gallon (min) ,2- Compartment Septic Tank with 4" Dia. Biotube@ Effluent FilterConcrete RisersAwoyGroundFrom RisersTop of tee to come1 " from top of tonktoFilter Cortridge Hondle(field cut to desired height)Tonk Adopter (cost or bolted)Vent OrificeEffluent DischorgeModuloting Dischcrge 0rificesVoult lnlet PortsFilter CoriridgeEffluent Filterlnlet TeePotents # 4,439,323 & 5,492,635Foreign Potents Pending@ 2002, Orenco Systems, lnc.Liquid Level2"PROJICT NO 1591 Onsite Wastewater Systems 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. Al1 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. Reviewed By: N\ Richard H. Sincerely, ALL SERVICE septic, LLC Timotþ R. Petz 3 copies 8s6s2 fltt $ffiil[t flryþ { P0 Box 28¡14 Glenwood Spdng¡, CO 8l 602 Ph97t)-61&5033 Fax 303-216-2796 April3oth 2oo9 ProjectNo. 1591 Steve Rausch 6400 Highway 82 Glenwood Springs, CO 81601 Repair Onsite Wastewater System Design, Existing Residence 6400 Highway 82 Service Road Garfield County, Colorado Steve, ALL SERVICE septic, LLC prepared a repair onsite wastewater system (OV/S) design for the subject residence. The property is located outside of Glenwood Springs Colorado, in an area where OV/S are necessary. The City of Glenwood Springs provides water to the residence. SITE CONDITIONS A 2-bedroom single-family residence exists on the subjeot site. The residence is served by an OWS, which is experiencing problems. The proposed drain field area is relatively flat. The existing drain field must be abandoned, although the existing 1000-gallon septic tank may be used. SUBSURFACE The subsurface was investigated by evaluating the recent exeavation in the qrea of the proposed drywell. The materials observed consist of clayey sand, with sparse angular cobbles. Groundwater or bedrock was not encountered. Subsurface conditions must be confirmed by our firm during the construction of the drywelt. An LTAR of 0.95 galslday will be used to design the OV/S. DESIGN SPECIF'ICATIONS The OV/S design is based on 2-bedrooms and an average sewage load of 300 GPD. The installation must include the existing 1000-gallon, two-compartment, precast concrete septic tank, with an efÍluent filter. The tank may be up-sized, and other tank alternatives will be considered. One 'drywell' must be constructed as indicated on plans. The drywell must be lO-ft by 10-ft, and must be Onsite Wastewater Systems Page2 10 feet deep. Five-foot diameter perforated concrete rings must be placed the entire depth of the drywell. Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. OPERATION INF'ORMATION AND MAINTENAI\CE 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. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OV/S. 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, arrd 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 OV/S. The OV/S 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.