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HomeMy WebLinkAboutOriginal OWTS DocumentsO July 30, 1996 Garfield County Building & Planning Attn: Don Owens 109 Eighth Street, Third Floor Glenwood Springs, CO 81601 Re ISDS for Besler Residence End of County Road 132, Glenwood Springs, CO HCE File number 96004.20 Dear Don: This letter is regarding the Individual Sewage Disposal System for the Besler Residence located at the north end of Mitchell Creek Road. Our recommendations are based meetings with the owner, Ralph Besler, our site visit and percolation testing. The percolation testing was performed at a depth of approxirnately l8 inches in an area southeasterly of the proposed residence. The percolation rate recommended for design was 17 minutes per inch. rJy'e recommend that a standard absorption bed be utilized, and that it be placed parallel to and adjacent to the east side of the driveway. We understand that this ISDS would serve a single family residence that currently hâs two bedrooms, but thc owner wishes to size the system for three bedrooms in case of future expansion. Therefore, the estimated average wastewater flow would be 450 gallons per day. The design flow, per regulation, is 1.5 times the avcrage, or 675 gallons per day. 923 Cooper Avenue o Glenwood Springs, CO 81601 Telephone: (970) 945-8676. FAX: (970) 945-2555 a ¡¡ u Garfield County July 30, 1996 Page 2 The required standard absorption area (based on 17 minutes per inch) is 557 square feet. l-ess 4O7o for using "Infilfrator" units in a bed would give 334 square feet. At 18.75 squ0re feet per unit, 18 units would be required. The Owqer should consider using traffic raled Infiltrator units also, since there will possibly be some additional load transferred to them from the adjacent retaining wall. The minimum size of septic tank required is 1000 gallon, however, lve focommend that a 1250 gatlon tank be considered. If the tank is to be instålled in the drivewny, it should be of traffic rated co¡struct¡on. If you have any questions Or need additional information, please contact us. Sincerely, COUNTRY ENGINEERING, INC. . Beck,E Engineer TPB/soe oc: Ralph Besler [.¿:f,",#d}|fr. GARF¡ELD COUNTV BUITDINO AND SANITATION DEPABTiIENT 100 8th Stroet Sultc 303 Glenwood SPrlngl' Colorado tl6Ûl Phonc (303) 945-8ã2 0041 uR 116 lll., G.s. psrmrt 21'¿B Alrsr¡or'r Parccl No. ThlB does not constituto a building or uso perm¡t. 928-8972 INDIVIDUAL SETJYAGE DISPOgAL PE RiJIIÏ PROPERTY Owner'g Name Ralph & Renae Beglar Prgsent Address 1962 County Road 132¡ Glenwood Sprfnga Syslem Locat¡on Legal Descriptlon ot Assos8or's Parcel No. SYSTET|| DESIGI.I lø oo Septic Tenk CaPacllY (gallon) r1rz ¡{e"^'3 Porcolation Rat€ (minut€Yinch)Number ol Bedrooms (or other) Required Absorptlon Arôe' See Atlåchod Sp6clål Selbâck Requiremente: Dât6 .. - lnspeotor FINAL SYSTEM INSPECTION AND APPROVAL (as installed) call for lnspection (24 hours notice) Before covering lnstallation o l^r l-t CL hor System Seplic Tåñk CaPåcitY Septic Tank Manufacturer or Trade Namo - ,.. ' Soptic Tank Acc€88 wlthin 8" of surface Yã' Absorpt¡on Aree 8 PtE(eg G() Absorpt¡on Area Type and/or Manufacluror or Trade Name ßto o tF F U"lEn Ç Adoqueto comptience with County and State regulalions/raqu'rome EI Olher .. ,. 'q À ct- ¡¿Date Inspeclor RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE TCONDITIONS: 1. All lnetsllat¡on musl comply with ail roquifsmsnts ol thr colorado $late Board of Health lndlvldual sewage Diapos¡l systems cheptef 25, Artlcle'10 C.R.S''1973, Revlsed 1984' 2. Thls pormit ls valid only for oonnection to Btrucluree whioh have lully_co.m.pliod wllh county zonlng and bullding requlrements' Con' nect¡on ro or usãıliÀ-ãniowãll¡ns or gtiuðiriãgîoiapproveo oy tne autloing l* z9![9,9lllce ah¡ll automtlioally bo a vlolâtlon or a rgqulrsment ol the permil and cauge lor both lsgal aclion and rovocqtlon of lho perm¡|. 3. Anypersonwhooongtructs,ettors,oríngtållsanlnd¡vidualsewscodlsposrl syslomlnamfnnerwhlohlnvolvoËtknowlngandm¡terlal v¡rte¡on trom the r6rms or epeclticar¡Jni'ffiüñütriíhãìppÌlcatlön oi pårmit commlts a clsss l, Pettv offense ($500.00 line - 6 months ln lô¡l or both). w.hitô' ^PP'1'1'] " ]:'i; ":ï:ïï-- l OWNER ADDRESS INDIVIDI IAL SE,V/AGE, DISPOSAL SYSTEM APPI,ICATION PHoNE el> ß *â97.L ôCONTRACTOR ADDRESS PHONE pERMrr REeuEsT FoR p,{ 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). r ocATlolloF PÌ.oPosED FACII ITY: Near what City of Legal Description or Address 1VASTES T'IIPE: a Þ4 DWELLING O COMMERCIAL OR INDUSTRIAL () TRANSIENT USE ( ) NON-DOMESTIC WASTES ( ) orHER-DESCRIB tr BUILDING OR SERVICE TYPE Number of Bedrooms 3 Number of Persons ( r,fDishwasher (ø sPRrNc ( ) STREAN{ OR CREEK L (l çarVage Grinder Automatic Washer( SOURCE AND TYPE oF W"ATER-SUPPLY: ( ) WELL If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMLTNTTY SEWER SYSTEM I q rr l¿ C- Was an effort made to connect to the Community System? A site Flsn is required to be submitt-ed that indicetes the following MINI-IVIUM distânces: Leach Field to Well: 100 feet Septic Tank to r#ell: 50 feet Leach Field to lrrigation Ditches, Stream or \ilater Course: 50 feet Septlc System to Property Lines: 10 feet vOUR,INpTvIDUAL ..qEWAGE DISPOSAL SYSTEM PERMIT TTVILL NQT BE ISSUED \ryrrHouT A SITE.PLAN, GROUNp CO-NpIrIONS: Depth to first Ground V/ater Ta Percent Ground S 2 ? TYPE OF INDIVIDUAL SE\ryAGE DISPOSAL SYSTEM PROPOSED vf sEPTIc rAxK VAULT PRIVY PIT PRIVY CHEMICAL TOILET () () () () () () () () () () () () () AERATION PLAhIT COMPOSTTNG TOILET INCINERATION TOILET VAULT RECYCLINC, POTABLE USE RECYCLING, OT}IER USE FINAL DISPOSAL BY UNDERGROUND DISPERSAL ABOVE GROUND DISPERSAL (4 ABsoRPTIoN TRENcH, BED oxvrc (NFturÙ*la2\ ttþLT9 /() () () OTHER. DESCRIBE _... EVAPOTRANSPIRATION SA}ID FILTER \ryASTEWATER POND OTHER.DESCRIBE ..... ... -.. \VILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? pERCOLAIION 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. - ilo Name, address and of RPE who made soil test I Name, address and ofRPE responsible for design of the 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 ofthe 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 loäd 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. -t ?s Dat TE MAP TO YOUR PROPERTY!!PLEASE DRAW 3