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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 4 6 5 3 Glenwood Springs, Colorado 81601 Permit Phone (970) 945-8212 Assessor's Parcel No. ?V 1173.7: uses (o4°1 INDIVIDUAL SEWAGE DISPOSAL PERMIT C r CRI ;- PROPERTY ��AA��,,��'' —7 lJ �{-l{,-,,,� Owner'sNameaQAN&b j j 1 � resent Address \ 1b?1 N1/41 f32 - This does not constitute a building or use permit. System Location 1 I 53 Y )2 I CA-CQil'3 � (_ ry I, 5z1 CO. Qy Legal Description of Assessor's Parcel No. SYSTEM DESIGN Phone 6?1P J' 2 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 %%� �p Septic Tank Manufacturer or Trade Name g -/,Lt - 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 /o / —o Inspector % 0e✓4 2. " 1-. G . RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 9�� l� 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 8'h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www. aarfield-county. com 0eNcl1 t?11' LI SA•y Parcel No: (this information is available at the assessors office 970945-9134) Z^ I �'eCitp (I3 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description }`1353 FtW`1 F5`. CA-0Q00DA-LC Co 2'16a3 3 Lot No: Block No: Subd.l Exemption: Lot Size:) 3 2 x 0 Issue Date: , t CO L� 4 Owner: (properly owner) '{'oaDr 5 602 -Pc -NG= Mailing Address 1`1353 4h,.+.1 Bit C'+jypri-E 610_3 Ph: C)633 alWi.. Alt Ph: 311.39o° 5 C ntractor. + e w•,va {r,.,, Pvwk,vP w.A- Tit, c w MailingAddress �-cw�v�a.�+.l <- Ph: Alt Ph: 6 Engineer. ilv" Pc 1---t1'ga Mailing Address Gtr nw.✓t S Ph:303 Llb`2-)qL Alt Ph: 7 PERMIT REQUEST FOR: ( ) New Installation ( ) Alteration (Repair 8 WASTE TYPE: (4 -"welling ( )Transient Use ( )Commercial or industrial )Non- Domestic wastes Describe ( )Other — TYPE: Sir ,...- tzun' Hwvk-. 9 BUILDING OR SERVICE 5 Number of bedrooms 3s- J Garbage Grinder (i'fes ( )No 10 SOURCE & TYPE OF WATER SUPPLY: (I- ELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN If supplied by COMMUNITY WATER give name of supplier: SYSTEM: ....3rr ipe i -c1'-' 11 DISTANCE TO NEAREST COMMUNITY SEWER a Was an effort made to connect to the Community System? YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Percent Ground Slope a Depth tot Ground Water Table 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PDS) PROPOSED: Toilet (pticTank ( )Aeration Plant ( )Vault ( )Vault Privy )Composting ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet Describe 14 ( )Other- FINAL DISPOSAL BY:Sand filter ( )Absorption trench, Bed or Pit ( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( ) ( )Wastewater pond ( )Other- Describe 15 Will effluent be discharged directly into waters of the state? ( )YES (»R 16 PERCOLATION TEST RESULT: (to be completed by_Registered Professional Engineer, it the Engineer does the Percolation Test) a .i° 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.__ Minutes per test: Name, address & telephone of RPE who made soil absorption the "1 1 M Y� .I t 303) R..' 6 ,,,, 2i q C. Name, address & telephone of RPE responsible for design of system: by 17 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required 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 nury as provided by law. b , 4— o'i OWNERS SIGNATURE r DATE 0eNcl1 t?11' LI SA•y Permit Fee: Perk Fee: Total fees: Building Permit #: IA Septic G-- Permit (#: ( (1 Issue Date: , t CO L� o9 g�(&Planning Dept: '\ ) 2 CCI AL DATE ATM PO Box 2844 Se 1p c ; Glenwood Springs,C0 81602 SECE PFax303-h970-672768.5033 .2796 June 23, 2009 Todd Grange 17353 Highway 82 Carbondale, CO 81623 Installation Observations 17353 Highway 82 Garfield County, Colorado Project No. 1608 RECIVEJ) JUL 0 2 2009 GARFIELD COUNTY BUILDING & PLANNING Todd, ALL SERVICE septic, LLC performed an installation observation on June 18th 2009 for the subject property. The installation included the existing 1250 -gallon, two-compartment concrete septic tank followed by a gravelless chamber drain field. An effluent filter was recommended in the septic tank, although the owner and installer have opted not to install the effluent filter. The drain field consisted of 51 `Quick - 4' chambers for a total of 504 SF of infiltrative area. A distribution box was installed to distribute effluent. 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 x ..v -e r Oe4oR9NSFp,1 =r �Z. D,,,1left ax 3866c Nq. 'TT t9sF.E. May 28, 2009 PO Box 2844 Glenwood Springs, C0 81602 Ph 970618.5033 Fax 303-216-2796 Todd Grange 17353 Highway 82 Carbondale, CO 81623 Project No. 1608 Subsurface Investigation and Repair Onsite Wastewater System Design, 3 -Bedroom Residence 17353 Highway 82 Garfield County, Colorado Todd, 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 Carbondale, in an area where OWS and wells are necessary. SITE CONDITIONS A 3 -bedroom residence exists at the subject property and is utilizing an OWS that is experiencing problems. There is an existing septic tank that will be incorporated into the repair OWS design, and the existing drain field may be utilized in the future, although must be allowed to `dry -out'. Vegetation consists of a full cover of irrigated grass. Water is provided by the onsite well. SUBSURFACE The subsurface was investigated by observing the profile hole next to the existing septic tank. The materials encountered consisted of a thin layer of topsoil, underlain by clayey sand with scattered gravel and cobbles to 5 -feet. Groundwater or bedrock was not observed. A soil sample was taken, and the OWS drain field will be designed on a 0.95 application rates. An 8 -foot test pit must be dug prior to construction when machinery is onsite to confirm subsurface conditions. DESIGN SPECIFICATIONS The OWS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation must include the existing 1250 -gallon, two-compartment septic tank, with the addition of an effluent filter on the outlet, followed by one gravelless chamber drain field. The drain field must have a total of 51 chambers, equaling 504 SF of infiltrative area. If 'ARC 36' chambers are used there must be a total of 41 chambers. Repair Onsite Wastewater System Pro No 1608 May 28th 2009 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. Repair Onsite Wastewater System Pro No 1608 May 28th 2009 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 SITE PLAN and PROPOSED REPAIR OWS EXISTING DRAIN FIELD EXISTING SEWER PIPE TO CONNECT TO NEW PIPE WITH 45 DEG ANGLE FITTING. OBSERVATION PIPE 51 GRAVELLESS 'QUICK -4' CHAMBERS IN ONE BED. (IF 'ARC 36' CHAMBERS ARE USED THERE MUST BE 41 CHAMBERS MIN: SDR 35 PVC PIPE (1%FALL TO CHAMBERS PLASTIC DISTRIBUTION BOX (RECOMMENDED TO BE BROUGHT TO GRADE) /EXISTING 1250 -GALLON SEPTIC TANK WITH THE ADDITION OF AN EFFLUENT FILTER ON THE OUTLET 17353 HIGHWAY 82 GARFIELD COUNTY, COLORADO GRANGE RESIDENCE EXISTING SEWER PIPE ALL SERVICE SEPTIC, LLC PO Box 2844, GLENW000 SPRINGS, CO 81602 970-618-5033 a• SCALE: 1" = 20' PRO. NO. 1608 REV. FIGURE I DESIGN 3 -BEDROOM RESIDENCE LOADING = q = 450 GALLONS PER DAY PERCOLATION RATE = t = 28 MINUTES PER INCH (MPI) APPLICATION RATE = 0.95 GALS/SF/DAY CALCULATED AREA = (1.5 X q) / 0.95 GALS/SF/DAY) = 711 SF PROPOSED AREA = 711 SF X 30% REDUCTION = 498 SF BED SPECIFICATIONS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 51 TOTAL INFILTRATIVE AREA = 504 SF DRAIN FIELD CROSS SECTION - TYP. 4" PVC OBERVATION PIPE DRAINAGE,_,_,�, INFILTRATOR(R) QUICK4(TM) CUT SHEET 12 52 48" (EFFECTIVE LENGTH 4" PVC OBERVATION PIPE 34" PIPE TO ENTER IN A TOP PORT OF END PLATE SLOPE 2% FOR GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') LIMIT OF EXCAVATION SCARIFY SURFACE PRIOR TO COMPLETE BACKFILL, SOIL MUST BE PLACED BETWEEN EACH ROW OF CHAMBERS TO 'PACK' AND 'SECURE'. 2.0' MIN PLAN VIEW - TYP. OBSERVATION PIPE END CAPS PROJECT ND. 1608 GRAVELLESS CHAMBER 'QUICK -4' 4 It 4 ..■.'DISTRIBUTION BOX MEN MN Iii. ME MEN WITH BAFFLE ONE EIMMIalli IM MN Stir 4 MEM MI 21'4111 EINEM 4 4 28' EFFLUENT LINE FROM SEPTIC TANK. REV. FIGURE 2 ng Septic Tank with the Ad X W Concrete Risers L 0 a) 0 L = r m 0 N V O 0 = o 0 Tank Adapter (cost or bolted) 0 0 O "se" Effluent Discharge N N dulating Discharge 0 Vault Inlet Ports 0 LT_ 0 It .0 W Q rTh o zW Q o O L 0 L.)J LU F- Cr o o z 00 CO0 PROJECT NO N V tri M E N /1. d T Q) N C y G N coCL C 0 0 0 N 0 0 N O 0 00 00 0 0 0 0 o o 00 r- CO Buissed % Diameter of Particles in Millimeters Sparse Cobbles and Gravel, Silty, Dense, Moist, Red/Brown Gravel - 9% Fines - 23% Project No. 1608