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Home My WebLink AboutApplication- Permit$eSo,ob (pad.. - we) 1/166 O& GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4161 Assessor's Parcel No. era -j -3a1 -co-697 This does not constitute a building or use permit. PROPERTY ff,, p7, /� ('� 1 /� i(� Owner's Name v 1'Ve l ( G 1 `..q Present Address .�l to ? 3 ✓ 1Z fit 4one 6 t54f System Location aard &l ?-33 t -F(c O' S/6Sv `af l $ 1 w�F(e/ is o%lw,rct be c%ioe Legal Description of Assessor's Parcel No 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) Call for Inspection (24 hours notice) Before Covering Installation System Installer 42l/ Set 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 / ��s,,,,,///��t ,,,,,, Date S - /- 0 `' Inspectors Ir1g7i g4f -Tipsy e. pa&/z RETAIN WITH RECEIPT RECORDS / AT CONSTRUCTION SITE 443g662. --- CONDITIONS: •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 violation or 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). 7 OWNER ADDRESS INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION z�+ID CC Z.33 PHONE G75 -%5yQ CONTRACTOR Tt'C2 ADDRESS 5`C $ate Z$iy (- - w000 SIxS PHONE Cp L$ - 503 3 %too PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATION pictiEPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town Size of Lot_ Lk Acze. Legal Description or Address acl I C V< . a Y`V 3 3 (e_ Ce l (a1-0 WASTES TYPE: >41WELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms ( ) Garbage Grinder 22 p Doe N ( ) Automatic Washer Number of Persons ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: '}QWELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 7 tw—e Was an effort made to connect to the Community System? Ne A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: -ft Depth to first Ground Water Table 6 Percent Ground Slope f 147 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: W SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: 0.ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 1 ' b PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes yO per inch in hole No. 1 Minutes Lit per inch in hole No. 3 Minutes � per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone of RPE who made soil absorption tests: Au.- Se2.t ce Sep tL P.0- 'cIt 78Mq GLbe W c c bqZ s-ip C.ova-5033 Name, address and telephone of RPE responsible for design of the system: 5 P* Mt r Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and famished 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 in legal action for perjury as provided by law. Signed l - Date L — S -0 CCI PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 7 Designate North Arrow J 1. La. lts o %• 4 CD ., u1�' 1 cm ci, et .0 0 O ar 0 County Road (Note the Road Number and Name) 8 gct M May 1, 2006 POD= 2844 eiwe3asplmp,WD11147 •M16i16a033 Fax 303.3163796 Greg Gimbel 2910 County Road 233 Rifle, Colorado 81650 RECEIVED MAY 0 5 2006 GARI h.b;.; Cuujv BUILDING & PLANNING Installation Observation, Existing Residence PERMIT NO. 4161 2910 County Road 233 Garfield County, Colorado Mr. Gimbel, Project No. 1167 ALL SERVICE septic, LLC performed an installation observation on April 25, 2006 for the subject property. The installation inchided the existing 1250 -gallon, two-compartment precast concrete septic tank with the addition of a Biotuberm pump vault, followed by 415 square feet of drain field. The drain field consisted of 2 rows of 21 gravelless `Quick -4' chambers, for a total of 42 chambers. A distribution box was installed to distribute effluent. The OWS was 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy It Petz 2 copies sent Copy sent to Garfield County Health Department a Drain field and distribution box Distribution Box Project No. 1167 Asesssor's Parcel No. CHARGES Percolation Test $100.00 (includes final inspection) Permit Processing Fee $50.00 ✓ RECEIVED Owner's Name Penn* No. 4161 Gimbel (Q- e5 Address at System Location 29 (0 9-33 (0i4(e 814-4b Amount Paid Check Date Paid Cash Money Order APR 1 3 2006 Cashier en ALL CHECKOAR€iiiiiiLEiM ? AYABLE TO GARFIELD COON TREASURER (Au,4*F1LA.- IIJG 8 PLANNING B�.K{=1Lt. Wlae-APP:ICAM Yelw-DEPAHTNEM `3 S �f - $003 Trio c o. Ci A. Obtain a standard "Individual Sewage Disposal System" application from the Building and Planning Department, 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601, 970-945-8212 or 285-7972 extension 4003. B. Return completed application, map to property, site plan and diagram of site to the Building and Planning Department (Pages 2 and 3) and building plans. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED BUILDING PERMIT. C. Make check or money order payable to "Garfield County Treasurer" (The cost for the permit fee and percolation test is $150.00 or if a Registered Professional Engineer does the percolation test, the cost is $50.00 permit fee). FEES ARE NOT REFUNDABLE. D. Your Individual Sewage Disposal Permit will be issued along with your building permit provided no prohibitive problems are encountered. Step II: Percolation Tests -SEE DETAILED INSTRUCTIONS ON PAGE 6 A Prepare three (3) percolation holes 4 feet deep, 8 to 12 inches in diameter, and 20 feet apart in the area of the proposed leach field area (Instructions for post hole or back hoe holes are on page 4). B. Fill percolation holes with water once for the required eight (8) hour soaking period. C. Request percolation test by Sanitarian. (To avoid construction delay, we suggest arrangements for percolation test be made at least 24 hours prior to the end of the soaking period). Please have at least five (5) gallons of water for each hole available at the site for the percolation test. !!!!IMPORTANT!!!! Please be advised that if the Sanitarian's initial field visit to your property reveals any unusual difficulties such as high water table, excessive percolation rates, bedrock, etc., the services of a Colorado Registered Professional Engineer and/or Board of Health approval will be required. Sten 11: Final Inspection A. When all components are in place, connected and ready to cover, request a final inspection by the Sanitarian. B. DO NOT backfill any part of the system prior to the inspection. C. The initial fee covers the percolation test and one inspection before cover up. Any additional percolation tests will be charged at $100.00 each and additional inspections will be charged at $50.00 each. D. Upon final approval, carefully cover the entire system. fl l l PO Box 2144 GMnwood Springs, CO 61602 im ph 970-618-5033 Fax 303-216-2796 April 7, 2006 Project No. 1167 Greg Gimbel 2910 County Road 233 Rifle, Colorado 81650 Subsurface Investigation and Repair Onsite Wastewater System Design, Existing Residence 2910 County Road 233 Garfield County, Colorado Greg, ALL SERVICE septic, LLC performed a percolation test and a repair onsite wastewater system (OWS) design for the subject residence. The property is located in a rural residential area where OWS and wells are necessary. The percolation test was performed on April 4, 2006. SITE CONDITIONS There is an existing 3 -bedroom residence on the subject property. A well, located south of the residence, serves the property. The present drain field has been experiencing problems and will be used as an emergency overflow field. The existing septic tank is in good condition and will be utilized for the new OWS. SUBSURFACE The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as shown on Figure 1. Three percolation holes were dug. The test pit indicated the site has a 6 -inch root zone, underlain sandy clay to clayey sand to the maximum depth explored of 8 feet Groundwater was measured at 6 feet one day after excavation. Percolation rates ranged from 27 to 40 minutes per inch (MPI). A 36 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The repair 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, precast concrete septic tank, with the addition of a pump and filter in the second compartment. As an alternative, an effluent filter may be placed on the outlet of the existing tank, and a pump may be placed in a separate lift station. Two gravelless chamber trenches must be installed as indicated on plans provided. Two rows of 21 `Quick 4' chambers, for a total of 42 chambers, and 415 square feet (SF) of infiltrative area, is required. A distribution box should be used to distribute effluent. The existing drain field should remain, and be used as an emergency over -flow field. Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. Repair OWS Design Project No. 1167 4/07/06 Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. 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 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. Septic tank risers should extend to grade. 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. 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. ALL SERVICE septic, LLC Timothy R. Petz 3 copies • 10' OBSERVATION PIPES PROPERTY LINE � -DISTRIBUTION BOX PROFIL P-1 0 415 SF OF INFILTRATIVE AREA IN 2 GRAVELLESS TRENCHES. EACH TRENCH MUST HAVE 21 'QUICK -'CHAMBERS FOR A TOTAL OF 42 CHAMBERS. 2" PUMP LINE ADD VACUUM RELIEF VALVES AND WEEP HOLES TO DRAIN PUMP LINE AFTER EACH DOSE. 0P-2 EXISTING DRAIN FIELD SCALE 1" = 50' NORTH EXISTING 1250 -GALLON, TWO-COMPARTMENT SEPTIC TANK. ADD BIOTUBE PUMP VAULT OR ALTERNATIVE 100' PARTIAL SITE PLAN, LOCATION OF PERCOLATION HOLES, AND PROPOSED OWS METAL BUILDING WELL 3 -BEDROOM EXISTING RESIDNECE • • • • • • • • • • w cc 0 2910 COUNTY ROAD 233 GARFIELD COUNTY, COLORADO PROJECT NO. 1167 ALL SERVICE SEPTIC, LLC 970-618-5033 PRO. NO. 1187 FIGURE I DESIGN 3 -BEDROOM RESIDENCE LOADING • q = 450 GALLONS PER DAY PERCOLATION RATE = 38 MINUTES PER INCH (MPI) CALCULATED AREA = ((1.5 X q) X sgrt 36) / 5 = 810 SF REDUCTION OF 50%n USING CHAMBERS = 405 SF PROPOSED DRAIN FIELD AREA = 405 SF DRAIN FIELD CROSS SECTION - TYP. T 2.5' MAX LIMIT OF EXCAVATION 4"PVC OBERVATION PIPE TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF TRENCHES = 84 FEET = 21 CHAMBERS TOTAL. NUMBER OF QUICK -4' CHAMBERS = 42 TOTAL INFILTRATIVE AREA = 415 SF TWO TOTAL TRENCHES PATIAL MOUNDING MAY BE REQUIRED TO KEEP CHAMBERS AT REQUIRED DEPTH GRAVELLESS QUICK-' CHAMBER (48" x 34") 1 18—INCHES MIN 1 —6' MIN —7-20.1 SCARIFY SURFACE INFILTRATOR(R) QUICXC(TM) CUT SHEET PLAN VIEW - TYP. OBSERVATION PIPE 1 11 O GRAVELLESS "QUICK -4' INFILTRATOR (TM) CHAMBER 6 FEET MIN o f f1 I 1 1 I I I f 84 FEET TRENCHES INSTALLED LEVEL PROJECT NO. 1167 4" PVC LINES FROM DISTRIBUTION BOX FIGURE 2 neito sir Effluent Discharge Check Valve (optional) Vault Inlet Ports Orenco Effluent Pump Biotube® Pump Vault Y 0 ma GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1167 PROFILE PIT 0 - 6" 6"-8' Date of Test: 4-4-06 Topsoil, Root Zone, Sandy Clay Sandy Clay to Clayey Sand, Dense, Moist to Wet, Tan/Brown Ground Water encountered at 6 Feet Ho Hole Interval Measurement at Measurement at Change (in ) Percolation Rate No Depth (in ) (min.) Start of Interval End of Interval (min /in ) MPI (in.) (in.) 1 41 20 8.50 9.25 0.75 20 9.25 10.00 0.75 20 10.00 11.00 1.00 20 11.00 11.75 0.75 20 11.75 12.25 0.50 20 12.25 12.75 0.50 2 38 20 6.50 7.50 1.00 20 7.50 8.50 1.00 20 8.50 9.25 0.75 20 9.25 10.00 0.75 20 10.00 11.00 1.00 20 11.00 11.75 0.75 3 39 20 9.50 10.25 0.75 20 1025 11.00 0.75 20 11.00 12.00 1.00 20 12.00 12.75 0.75 20 12.75 13.50 0.75 20 13.50 14.00 0.50 AVERAGE = 36 MPI 40 27 40