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HomeMy WebLinkAbout04426- �s ri'^� •i:Yy:^ .'M1J Y;} i'# t-,.. 3.kc_r. ii': "; S'lr=t.... -if' ',17i3.Y$$L5 ~ .-.•• -.:176`•+x. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY iP- Permit A. Assessor's Parcel No. This does not constitute a building or use permit. 'Sk Owner's Name t C Q. �Present Address Phone System Location O i )() c e l ( Legal Description of Assessor's Parcel No. i)- � 7 _.. (:)q { ' Oi.) - U %' 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 oma Septic Tank Manufacturer or Trade Name 4.)i E Septic Tank Access within 8" of surface Absorption Area _C ,,, ' \ 'r. Or-rC+ v ) /)- Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date qkl ` LJ Inspector '• RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CON DITIONS: 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 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER g"".-6-/&- 4 lT7E•2,/ .s2 /G ADDRESS ,167 &W /t/zy /d6 65. Co PHONE .379-30702.3 CONTRACTOR CO/4S G ADDRESS S'4, ISI Vc ?LOE five C4-114(7//40.1 PHONE379 1 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 C �JVG(/a ) 5/) zI /WIS Size of Lot Legal Description or Address (9(37) GOV /7' /2/3 / /a 6/5. CO WASTES TYPE: (4 WELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER ---DESCRIBE BUILDING OR SERVICE TYPE: I4-0 c([ ) l o' CQ- NI cura-,5 e, Number of Bedrooms 7/ Number of Persons 3 (,i)" Garbage Grinder (- )Automatic Washer (-)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? IVO A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: Septic System (septic tank & disposal field) to Property Lines: 100 feet 50 feet 50 feet 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: ( C.4' SEPTIC TANK ( ) AERATION PLANT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: (4 ABSORPTION TRENCH, BED OR PIT ( ) UNDERGROUND DISPERSAL ( ) ABOVE GROUND DISPERSAL ( ) OTHER -DESCRIBE ( ) ( ) VAULT RECYCLING, POTABLE USE RECYCLING, OTHER USE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Ik/O 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: 7M P e / LC -S ic. SZT C 6a- _5-0 _3_3 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. 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, PLEASE DRAAW4 ACCURATE MAP TO YOUR PROPERTY!! Date 7"9 ,Z1O7 3 ALL ion PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 January 31, 2007 Project No. 1294 George Sherick 0150 County Road 126 Glenwood Springs, CO 81601 Upgrade Onsite Wastewater System Design, Existing Residence and ADU 0150 County Road 126 Glenwood Springs, CO 81601 George, ALL SERVICE septic, LLC evaluated the permit provided by Garfield County and prepared an upgrade onsite wastewater system (OWS) design for the subject residence. The property is located outside of Glenwood Springs, Colorado, in an area where OWS and wells are necessary. SITE CONDITIONS A 3 -bedroom single-family residence presently exists. An ADU has been constructed with 1 - bedroom. The upgrade OWS will be sized based on 4 total bedrooms. There is an existing drain field that will be upgraded to accommodate the main residence and ADU. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses and sagebrush. Water is provided by a well located 100+ feet from proposed drain field. SUBSURFACE The subsurface was investigated by Garfield County. Groundwater or bedrock was not documented in the attached permit. (41349) The percolation test provided indicated a rate of 15 minutes per inch (MPI). A 15 MPI rate will be used to design the upgrade OWS. DESIGN SPECIFICATIONS The upgrade OWS design is based on 4 -bedrooms and an average sewage load of 600 GPD. The installation must include the existing 1000 --gallon, two-compartment, precast concrete septic tank, to be followed by a new 1000 -gallon two-compartment septic tank with an effluent filter. Tank alternatives may be considered. Two gravelless chamber trenches, using `Quick -4' InfiltratorTM chambers, must be installed as indicated. Each trench must have 1 row of 15 chambers, for a total of 297 square feet (SF) of infiltrative area, An `overflow' line should serve the proposed trenches, As an alternative, the entire OWS may be upgraded as indicated on Figure 1. Upgrade OWS Design Project No. 1294 1/31/07 Page 2 Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, 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. 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. 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 SF& E septic, LLC Reviewed B Timothy R. Petz 3 copies Upgrade OWS Design Project No. 1294 1/31/07 Page 3 SITE PLAN AND LOCATION OF PROPOSED UPGRADE OWS GARAGE ADU 1 -BEDROOM DRIVE SEWER LINE FROM ADU WELL 1 i / INSTALL 4" PVC OVERFLOW LINE ON EXISTING DRAIN FIELD LATERAL TO SERVE NEW TRENCHES.\ DURING CONSTRUCTION PLACE 4" SEWER OBSERVATION PORT IN GRAVEL LINE OF DRAIN FIELD. MAIN RESIDENCE 3 -BEDROOMS TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER MAY BE INSTALLED. (TANK WILL SERVE A TOTAL OF 5 -BEDROOMS) PLACE CLEANOUT IF NOT EXISTING / AS AN ALTERNATIVE. A 1500 -GALLON. A SCALE 1"=30' NORTH AS AN ALTERNATIVE. THE ENITRE DRAIN FIELD MAY BE REPLACED. FOUR GRAVELLESS TRENCHES MAY BE ISNTALLED TO SERVE 100' 4 -BEDROOMS. EACH TRENCH MUST HAVE 15 '0-4' CHAMBERS, /EQUALLING 60 TOTAL '0-4' CHAMBERS. r I I I I I 1 I 1 1 I 1 I EXISTING 558 SF OF 'PIPE AND GRAVEL' DRAIN FIELD ADD NEW 1000 -GALLON, TWO-COMPARTMENT SEPTIC TANK WITH EFFLUENT FILTER ON OUTLET. EXISTING 1000 -GALLON SEPTIC TANK OI50 COUNTY ROAD 126 GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC 970-618-5033 PRO. NO. 1294 FIGURE I SERIAL OVERFLOW LINE PLACED IN TOP PORT OF END PLATE NEIGHBOR WELL TWO GRAVELLESS CHAMBER TRENCHES. EACH TRENCH HAS 15 'QUICK -4' CHAMBERS, EQUALING 297 SF OF INFILTRATIVE AREA. OBSERVATION PIPES (TYP.) DESIGN 4 -BEDROOM DESIGN LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = t = 15 MINUTES PER INCH (MPI) PER GARFIELD COUNTY PERMIT = 279 SF PER BEDROOM CALCULATED AREA = ((1.5 X q) X 4 -BEDS) = 1116 SF PROPOSED AREA = 1116 SF X 50% REDUCTION = 558 SF DRAIN FIELD SPECIFICATIONS EXISTING DRAIN FIELD = 558 FEET PIPE AND GRAVEL ADD TWO TRENCHES TO ACCOMODATE TWO ADDITIONAL BEDROOMS EACH TRENCH MUST HAVE 15 'QUICK -4' CHAMBERS FOR A TOTAL OF 30 CHAMBES. (TO REPLACE ENTIRE DRAIN FIELD INSTALL 60 'QUICK -4' CHAMBERS (4 -BEDROOMS» DRAIN FIELD CROSS SECTION - TYP. T 3,5' MA 4" PVC OBERVATION PIPE GRAVELLESS CHAMBER (4' x 3'1 ' MIN LIMIT OF EXCAVATION 6' MIN-- A SCARIFY SURFACE SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL INFILTRATOR(R) OUICK4(TM) CUT SHEET 52" 48" (EFFECTIVE LENGTH) OBSERVATION PIPE 3 FEET 1 PROJECT NO. 1294 PLAN VIEW - TYP. TO ADDITIONAL TRENCHES IF APPLICABLE 5 CHAMBERS PER TRENCH 0 SERIAL OVERFLOW LINES TO BE INSTALLED IN 'HIGH' PORTS ON END PLATES. 6 FEET MIN PVC LINE FROM OVERFLOW LINE FROM EXISTING DRAIN FIELD FIGURE 2 1000 -Gallon, 2- Compartment Septic Tank with 4" Dia. Biotube® Effluent Filter Inlet Tee ALARM JS OPTIONAL Patents # 4,439,323 & 5,492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. PVC or Concrete Risers with Grommet(s) (bond to tank adapter with recommended adhesive) Slope Ground Away Frorn Risers Conduit to --"---P 4T'� Alarm Panel Conduit Seal 2" v JLiquid Levet COPELAND TANK CNETER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES High Level Alarm Float (optional) PVC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts Filter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cartridge Effluent Filter AL;TERNATNE EFFLUENT FILTERS MAY BE USED, PROJECT NO 1294 This does not conRitute I a building or use pamnit. 1! No GARFIELD COUNTY BUILDING AND SANITATION DEPARTMRlfNT 2014 Make Avenue Glen oad Sodium Csteredo41441 Plover (303) 044-4t41 INDWI DUAL SEWAGE DISPOSAL PERMIT •:G 1349 Owner. t7lfdt�! 11. R System Location to/4rora trn-a ttllgg 137 Licuised Insta64 1 _ Conditions. construction aPOrqcrai is hereby granted fora 150 glom ]DSC Septic Tart* « Aerated treatment unit. Absorption arra tar dispersal amass) command as !alloses: Parc rats of one inch in 01;"..- minutes rewire* a minimum of -J 7 7 sg. ft. of absorption nos per bedroom. Therefore the no. of bedrooms 2 am.22,1- tg. ft. minimum requirements a torsi of S ft. of absorption area. Mge 400 suggest* !31 X .1,7f -e. 3 / 56— .r1ra AcgimtSO ^- Data - inrpscto, e Z)i- G.1) Fg4s -934, FINAL APPROVAL OF SYSTEM: V No system shalt be deemed to be in consonance with the Sewage Disponi Lana until the aeiembied system Is approved prior to cover - are env past. Septic Tank access for inspection and choosing lobbies 12" of wound surfeoe or armlet Mew ports shove ground Proper materials and assembly. ( �nA ase A Trade nems of sulk aa- oersted trssement unit. 1V0O real. - lA,eA Adegsete absorption (ea- disPenon sear. Ok Adequate compliance .ith permit requimanents. OKAdequate compliance vs; th County and State regulations/requirements. DavetI---o7 /923 kowtow M As.. RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CON DITI ONS: 1. A11 intimation mug boil* with all requirmwents of the County badvidaal Sewage Oisposd Rei dation, adopted pursuant to au- thority wthority granted in 66444. CRS 1603. amwsnded 66-3-14. CRS 1063. 2. This permit is vend only for comedian to streearrss rmhieh hers IaBy wmOltad_with County coning and hollering rsquiramants. Cothrhorrian to as see pith terry dwell*, or structures net approved by the end Zarin g office shell seneenosieiNv baa viola- tion at a 'minimums of the permit and cause for both Mimi action and revocation of Mho MOBIL 3. Section 111. 3.24 requires any meson who canstnmcek ahem or Installs an individual snaps dtposel system in a manner which in- volves a harries and material variation front the farms or specifications contained is the application d permit commits a Clan I. Patty Warne (5600.00 Fine - 6 months in tall o. bath). Aaatess es Oren Cep,. nroartvreante raw Cnar MAPIMMOMMAII. 11.01.1.•• ALL 7 , 5EHYIC[ Pp Sox 2844 Glenwood Springs, Co 81602 Ph 970-6185033 Fax 303.216.2796 October 26th 2007 Project No. 1294 George Sherick 0150 County Road 126 Glenwood Springs, CO 81601 Installation Observations 0150 County Road 126 Garfield County, Colorado Mr. Sherick, NOV 9 1 2007 ALL SERVICE septic, LLC performed an installation observation and reviewed provided as -built drawings for the subject property. The installation included a 1000 -gallon, two-compartment precast concrete septic tank with an effluent filter on the outlet for the ADU, and the addition of an effluent filter placed on the outlet of the existing septic tank for the main residence. Two gravelless trenches, each trench having 15 chambers, equaling 297SF of infiltrative area was installed to increase the total drain field area, and as an overflow drain field from the existing pipe and gravel bed. 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 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 S septic, LLC Timothy ' : Petz 2 copies sent Copy sent to Garfield County 1. , 086 Pirh ,ZZ .-0:15r410-1 1 elti '4214 B;„ D;cvs-t(5 < \r'l