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Home My WebLink About04224PathCC) Ci -11-7(0 Ci-\4*15Loa GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4224 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owner's Narn A)JAS fTh LX�T I .__ Present Address PhoneyI SE4- 270 y System Location {Cs A?ac_A-P. Dr. i`iX /L d — t33 /9.5--&5/-00-Ooy 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 Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" o1 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 - 1 7 i •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 Iine-6 months in )ail or both). r OWNER INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION k14. d iel Tµ � ADDRESS 'bps . ) (aije, O , 81641 PHONE `FM-a7a9 CONTRACTOR ilk ✓tce }c — �r✓1� ADDRESS -MD .^ 10844 4w5. Cb . 8160 ( PHONE OR -5o33 PERMIT REQUEST FOR ( ) NEW INSTALLATION (ALTERATION ( ) REPAIR 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 au) CAbtte Size of Lot • 75- Acte Legal Description or Address DI8S WASTES TYPE: moi. '',✓e ( 0/DWELLING ( ) COMMERCIAL OR INDUSTRIAL ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: TRANSIENT USE NON-DOMESTIC WASTES Number of Bedrooms 3 Number of Persons a (✓jGarbage Grinder (Automatic Washer (v(Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? A site ' Ian is re ' uired to be submitted that indicates the followin • 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: Depth to first Ground Water Table Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (/) SEPTIC TANIf %( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: -FILL' kms= Iw ABSORPTION TRENCH, BED OR PITU)' 'FILLS, ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? `{/ 0 PERCOLATION TEST RESULTS: (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. Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: 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 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. 1 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 /"' Date W/1/06 PLE& 15RAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 OIL rroBex SfflYICf M'n S096 33 September 5, 2006 Project No. 1235 Anita Wan 0185 Apache Drive New Castle, CO 81647 Upgrade Onsite Wastewater System Design, Existing 3 -Bedroom Residence 0185 Apache Drive Garfield County, Colorado Ms. Wan, ALL SERVICE septic, LLC evaluated subsurface conditions provided by Garfield County and prepared an upgrade onsite wastewater system (OWS) design for the subject residence. The property is located outside of New Castle Colorado, in an area where OWS are necessary. SITE CONDITIONS A single-family residence exists. The existing OWS consists of one 1000 -gallon, two-compartment concrete septic tank, and a pipe and gravel drain field. The existing tank will be incorporated into the proposed OWS. The present drain field is experiencing problems and may be utilized in the future, if allowed to `dry -out'. The proposed drain field area slopes 10 to 20 percent to the south, and vegetation consists of a full cover of native grass. SUBSURFACE The subsurface was investigated by Garfield County. The original permit is included. A 20 MP1 rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation must include the existing 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter to be added to the outlet. Tank alternatives may be considered. Three gravelless chamber trenches, using 'Quick -4' InfiltratorTm chambers, must be installed as indicated. Each trench must have 1 row of 11 chambers, for a total of 326 square feet (SF) of infiltrative area. Serial distribution must be used to distribute effluent. A diverter valve should be installed to access existing drain field in the future. Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. Onsite Wastewater Systems 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. 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 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. 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. Onsite Wastewater Systems Page 3 LIMITS: Results are based on field investigations and data provided by the client. If soil, or any other conditions, encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies sent Reviewed By: Richard H. -S-ate Wm= 2,L Gw2 0 0 'co6 0 00 // eO j0 I -a m 0 -m §/ /\ }} \\ 0 j72< /§ \}( W 0 r § •Z0 F- 0 LU )gym¥) �m g §2§e >o-03} CC CC-IL2\ ><0 <2K§& \ L j/ /0 »nom a»d ]) §\§_CCO§(jcok . 0d w §/ CO>0 §< \\\/ 32 § 0 DESIGN 3 -BEDROOM RESIDENCE LOADING = q = 450 GALLONS PER DAY PERCOLATION RATE = 20 MINUTES PER INCH (MPI) CALCULATED AREA = ((1.5 X q) X sgrt 20)15 = 604 SF REDUCTION OF 50% USING CHAMBERS = 302 SF DRAIN FIELD CROSS SECTION - TYP. T 3' MAX L 4- PVC OBERVATION PIPE GRAVELLESS CHAMBER (4'x3) TRENCH SPECIFICATIONS 0' MIN LIMIT OF EXCAVATION 1-•-•-- 6' MIN -77' SCARIFY SURFACE WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF TRENCHES = 44 FEET = 11 CHAMBERS TOTAL NUMBER OF 'QUICK -4 CHAMBERS = 33 TOTAL INFILTRATIVE AREA = 326 SF THREE TRENCHES USING SERIAL DISTRIBUTION INFILTRATOR(R) OUICK4(TM) CUT SHEET 52 L8' (EFFECTIVE LENGTH) SL' SERIAL OVERFLOW LINE PLAN VIEW - TYP. GRAVELLESS CHAMBER'QUICK-4 OBSERVATION PIPE 1-■■M...1111MISI1 6 FEET MIN PVC LINE FROM TANK 3 FEET CHAMBER WIDTH 44' -J PROJECT NO. 1235 FIGURE 2 PVC Splice Box w/Cord Grips L •-' 0 p d m Yco _ 0 0 0— In CO N 0 d C .0 O LI: V) Tank Adopter (cost or bolted) 0) Modulating Discharge Orifices Vault Inlet Ports Ol ON 0 U N CZ u m 0 V C ALARM IS OPTIONAL Jul 14 06 02.40p 0' GARFIELDCOUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Brake Avenue (mpa �sswPi d as MO 045725 B111131 c1� Phnom 31033 B46J255 INDIVIDUAL SEWAGE DISPOSAL PER NY 745 p.2 This does not ccnstitute a building or use permit. Owner „ranee— %iOClinl/efi-"s ? / yee701/ System Location e r Vi=..'rtC ft cede-- t i'••‘14-2-7 e — Vnos iii #)^377F e1;•- �-s .�/R.PIe y ..Pay z. Licensed rdttr,Ctcr • Conditional Construction approver is hereby grareed far a -e'y�p gallon .`.-- Septic Tank or fated treatment unit. Abwrpsi on wet Coe dispersal areal computed ea Soleus: Parc rite of one indr in oar2.— minutes rest teas a rwinlmurn of n2/G7 • sq. ft- of abnrpsion gra per betroon. Therefore the no. of bedrooms . x 2/0 set ft. minimum requirement at • total cif r)q ft of *sorption orae. May we suggest /y 'aC 5S�X 3' 3cZ?'A'rvr i*=» Off'l . Dal f • 9 rr:oactorCg e./-/Lie /Gec>< c V elder � .oi?E ' cc / a FINALA ROVALOFSYSTEM: ear' No syttam stall be dawned to be incompliance with the Sewage Dispocgl laws until the assembled totem is spprorad Prior to cover- ing any part. �,c• Septic Tank noes for .nspectlon and cleaning within 12•• of ground surface or aerated access pori above Round surface. pp Proper mated* end assembly. 4 - /.P4%A rade naive o `r!r n or atratcd treatment unit. 6/G Adeowtt absorption for &amid: tree. �pi'rJ Admjale Conohow:a nits permn it reguireata. `7dC Adequate oompliaricrowith County' and State regulations/regi-ren.mrn. Other Dem-e-�-'jl 1p,9 Inspector ®® RETAIN WITH RECEIPT RECOPDS AT CONSTRUCTION S'TE 'CONDITIONS: 1. All install,tion mutt condy until SI requirements of the County individual Sewage Disposal Regulations. adopted pursuant so mu - charity granted in 56.444, CRS 1963, emended S6-3-14, CRS 1963. . 2. This permit Is vdld only for oonnectidn to structures which have fully complied with Count' zoning and building requiremems. Connection to or use with any dwelling or et -matures not approved by the Building and Zoning office shell automaticSly be m vitia- tion of a requirement or the permit and 'cause for Loth NO action and revocation o1 the permit. 3. Section 111, 124 requires enf person who constructs, shirrs. or installs an individual aewnge *motel system ids mann.r v. tict in- volnt a knowing and materiel variation freer: the tWfls or epeciflcations contained in the application of permit tonamln a Class I. Petty Offense ($500.00 fkre - t1 months in del or both). Bui)dlne Official - sermla White Copy Applicant - Green Copy Dept. - Phe Copy • JILL ' BICE � � � CO 81602 November 24, 2006 Project No. 1235 Anita Wan 0185 Apache Drive New Castle, Colorado 81647 Installation Observation, Existing Residence 0185 Apache Drive Garfield County, Colorado Ms. Wan, RECEIVED DEC 0 1 2006 GARFIELD COUNTY BUILDING & PLANNING ALL SERVICE septic, LLC evaluated the installation of the OWS for the subject property. The installation included the existing 1000 -gallon, two-compartment precast concrete septic tank with the addition of an effluent filter, followed by 326 square feet of drain field. The drain field consisted of three rows of gravelless `Quick -4' chambers using serial distribution, for a total of 33 chambers. 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. LIMITS: The design was 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 SERVIC septic, LLC Timothy R. Petz 2 copies sent Copy sent to Garfield County Copy sent to Excavation Services, attn: Troy