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Home My WebLink AboutOWTS InformationK-CRO,^{I(P.0. Bo-t r-1o r\[4cfr. CO c3r g7o.2ro.o 572 f kachayla.cruttft gaottr/ooft.cont April16,2024 Ted White Garfield County Public Health 2014 Blake Ave. Glenwood Springs, CO 81601 970-945-6614 RE Onsite Wastewater Treatment System Tank Replacement for Behlow Project located at 89 Fairway Ln., Glenwood Springs, CO 81601 On April 11,2024, K-Cronk Engineering, Inc. had a meeting with the owner of the property mentioned above to discuss the Onsite Wastewater Treatment System servicing the existing five- bedroom residence. According to the records obtained from Garfield County, the system consists of a 1,25}-gallon aeration tank, followed by a 15'x15' seepage pit. The owner advised K-Cronk Engineering, Inc. that the existing tank shows signs of damage and has been leaking over time and requires replacement. The existing tank must be pumped to remove as much waste as possible. The bottom, top, and sides must be crushed in to ensure the tank neither floats nor fills with watet, and the remaining void must be filled with gravel, sand, or compacted soil. The owner may wish to add up to three bedrooms to their existing residence in the future. The owner would like to plan for this expansion now and size the replacement tank so it may accommodate the eight bedrooms. The existing seepage pit is not large enough to accommodate anv exnansro and will need to be in full when the addition constructed. To accommodate both the existing and future bedrooms, the following tank configuration is proposed: A 1,500-gallon, single compartment septic tank will be used as a settling tank for all solids. A non- corrodible Orenco filter (model # FTW0436-28, or equivalent) shall be installed at the outlet tee of the septic tank to limit the size of solids and sludge passing through. The filter must be accessible for cleaning and replacement from the ground surface. A 1,000-gallon, single compartment septic tank will be placed down-gradient of the 1,50O-gallon tank. The combined volume of these two N $ N= tanks will provide a minimum of 48-hours retention time for sewage generated by the proposed project. The tanks are shown in the enclosed graphic. Installer mals adjust the location andlor orientation as needed to existins site condi and offsets. The elevations of the existing septic tank and effluent lines are currently unknown. Should existing conditions limit the feasibility of replacing the tank while still maintaining gravity flow to the seepage pit, a pressurized system mav be required. It is the owner's/installer's responsibility to inform this office of any issues once the elevations have been determined. LIMITS This letter is a site-specific design for installation of a replacement tank and is applicable only for the client for whom our work was performed. The recommendations and design guidelines outlined in this letter are based on: 1) the proposed site development and plot plan as furnished to K-Cronk Engineering, Inc. by the client, and 2) the site conditions disclosed at the specific time of the site investigation of reference. K-Cronk Engineering, Inc. assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design engineer and Garfield County should be contacted to develop any required design modifications. K-Cronk Engineering, Inc. is not responsible and accepts no liability for any variation in assumed design parameters. The construction of all OWTS components must be done according to the currently adopted OWTS regulations for Garfield County K-Cronk Engineering, Inc. represents this letter has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of professional engineering in the area. No warranty or representation, either expressed or implied, is included or intended in this report or in any of our contracts. Seal ,e Crrt6 Kachayl Cronk, P.E P.O, Box 140 Mack, CO 81525 9'.70-250-0572 Enc Tank Replacement Plan Garfield County Record NITE THE FELLEVING SETBACKS MUST BE MAINTA]NENI SEPTICTANK STA SPRINGS/VELLS - 50/ LAKE/STREAM,/IRRIG! NiTCH-5Oi INTERI'IITTENT IRR]G, DITCH-10/ SELID PIPEILINED DITCH DIMESTIC VATER CISTERN - 50' D0MESTIC VATER LINE - 10/ STRUCTURE V/CRAVLSPACE - 5/ STRUCTURE V,/ECRAVLSPACE-5' PRDPERTY LINE - 10, 100' 50' ?5', 10' 100' ?5', ?0' 10' 10' 10'GATED PIPE oreo oF --\ -/<reference \2z,/-/ i.r \ opprox. location of exlsting tank (to b abondoned ln place) e opprox, exlstlng locotion of seepo.g uded in e plt(not incI scope of deslgn) NDTE INSTALLER MAY CHANGE ERIENTATi[N/L!CAT]EN NF TANKS AS NEEDED TE MAINTAIN ELEVAT]IN AND IFFSETS. \ b' , ,ih, 1,000 gotton, singte conpontnent septic tonk 1,500 gotton, con portnenttic tanksepefftuent fltten N!TE THE EXISTING TANK MUST BE PUMPED TE REMIVE AS MUCH VASTE AS POSSIBLE. THE BETTDM, TEP, ANI SIDES I4UST BE CRUSHED IN TE ENSURE THE TANK NEITHER FLIATS NlR FILLS VITH \./ATER, AND THE REMAINING VDIN MUST BE FILLED VITH GRAVEL, SAND, [R CEMPACTED S!]L, out exlstlng nesidence NOTE CALL 811 FNR UTILITY LECATES i APRIL 16, 2OA4 SCALE' 1'=20'NI]RTH PRDJECT FAIRVAY LANE -02-032 LAYEUT PLAN .ill a f" "e;b This does not constitute a buildins or use permit..1 ! GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2o1A Blaks Avenue Glonwood Springs, Colorado 81001 PErcHAIVEO - FET ONLY INDIVIDUAL SEWAGE DISPOSAL PERMIT Ht s6$ Ken llalby , !r- Owner 32 ?nd Flll sSystem Location own€r '", illll rti[ti li:l rii'.. iil' rlrt: lll. r l:,1. ilJr! iil:i ilt,, iiilril'i. ti& ir[ lilf 'l liir iE: lil :ilr:' riii,!. tlir. t!L,l :r:ir ' ii' ;Ji Itill :fl Ii!... i'i", lill!,,, liiirr il|,r iiii 'l': !!,i i'ir: .ri ,!: i!,. i'i,: ti :,ii iii' lrii iii i:l ;:!. l !l:i ;:t.j lilrr rii *, iir' rli, ::i ltii ri!; i:,, I ri,lr'i ,:ii, ,i:, : ':, ::.. :: Llcensed Contractor ' Conditional Construction approval is hereby granted for a 1.250 gal I on Septic Tank or X Aerated treatment unit' Absorption area (or diapersal area) computed as lollows: Perc rats of one inch in - 5 minutes requires a minimum of of absorption area oer bedroom. a totarof =- ;rt. of absorption arsa, 125 cn It. Therefore the no. of bedrooms 5 x I ?5 sq. ft, minimum requirement = May wesussest I 14' square and '15' deep DEHP FIELD (l2r of Date Anrll ?2. 1976 lnspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Oisposal Laws until the assembled syslem is approved prior tocovsr. ing any part. . 4+ ffi^nucleanout to within 12" of tinal grado or aer€ted access ports above grade. a*6.-Proper materials and assembly. - 4 *Trade name of septic tank C-T-?:, &/ Adequate absorption (or dispersal) area. Adequate compliance with permit requirements, Adequate compliance with County and $tate regulations/requirements. Other &z-- Date 4*E -2b lnspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE ICONDITIONS: 1. All installation .nust comply with all requirements of the County lndividual $ewage Disposal Regulations, adopted pursuant lo 8u' thority granted in 66-44'4, CRS 1963, amended 66'3'14, CRS 1963, 2, This permit is valid only for connection to $tructures which have lully complied with County Zoning and building requirements. Connection to or use with any dwelting or structures not approved by the building and Zoning office shall automatically be a viola' tion of a requirement of the permit and cause for both ligal action and revocation of the permit. 3. Section 111,3,24 requiros any person who constructs, $lters, or installs an individuat $€wage disposal system in a manner which ln' volves a knowing and materi6l variation from the terms or spoci{ications contained in the application of permit commits a Class l, Petty Offense ($500.00|ine - 6 months in jail or both. , Buitding Official - Permit White Copy Applicant - Green Copy Dspt. - Pink Copy aggregrte nd leach llne). .': aerated treatment un ji--. -.--r..g -rrra. i &.r.^rdi. -lJiiilrrrrrgrt.. ' -9tr9Fees Paid $-.?S' oa*4-.>eINDIVIDUAL SEWAGE DISPOSAL SYSTEMS APPLICATION " NofiFIcATIoN 0F pRoposED DIscHARcE T0 l,tATERs 0F THE srATE INDIVIDUAL HOME sEI^IAGE TREATf."IENT SYSTEM J 0wner: Hail Address:City: NFORMTION RTGARDING PROJECT SUBMITTED FOR REVIEI.J p, .{ftat.phone ' t<{8_ with respect to surrounding areas, potabl e water wel I s , soi'l percol a- LI ty or Town of Size Aer a t on Unit Capacity 4r2- Attach separate sheets or report showing enti topography of area, habitable buildings, loca tion test holes, soil profiles in test holes. '1. Location of faci'l tegal Description 2. No. of Bedrooms I ty: Cou Septic Tan Capac.'i re area tion of 4 3. Source of Domestic Water: Public (nane): Private: Well --_ Depth 0ther *-'--_ Dep to first ground water table Is facility within boundaries of a city/town or sanitation district?&).rc - Distance to nearest sewer system: 4 5 ? Have you attempted to arrange a connection with the system? If rejected, what was the reason? 6. 7. Name, addressr ihd telephone of person who made soil absorption tests: 8. Name,dress, and telephone of person responsib'le for design of the system: Rate of absorption in test holes shown on the 'location map, in minutes per inch of drop in water Jevel after holes have been soaked for ?4 hours: 9 Express mernber o they may acknowl e the desi dged ssion-is.hereby granted for the inspection of the above property by anyGarfield County Environmental Health Department and/or such persons asgnate. Any withdrawal of this permission shall be in wrlting.and receipt by the County Environmental Health Department. 10.Ih Gar inc ave been given an opportunity to read the Individual Dlsposal Systems Regulations offield County and I hereby agree to comply with all terms, conditions and requirements Iuded therein. a 2 (T0 BE RTTURNED T0 HEALTH DEPT.) gn e PLEASE DRAI.I AN ACCURATE MAP TO YOUR PROPERTY a I \t ll ? ts [l- l.-,4:"..fa k tTroIlft tf fT,ft /, Wu,fl"n 0 J^,r 9 L INDI BELOW THE LOCATION OF Y BUILDII.IGS I^IATER PPLY AND DISTRI- (T0 BE RETURNED T0 HEALTII DEPT. ) Be$low Prciect 89 FairwaY lane Glenwood SPrings, CO BI60I Parcel No. 239 5 -OZI -02-032 The onsite wastewater treatment system of reference was inspected on May 16,2024' The system was found to conform with the plans and specifications set forth in the engineered sewage disposal system design for the aforementioned property prepafed on May 16,2024' Swimming pools, ponds, or other water features were not included in the submitted or approved design. Sitta* oiOWTS components from property lines and easements are based on infoimation provided by owner or owner's repreientative- .Soil cap and final grading.associated with any OWTS oomponents are not included in this certification. Copies of the engineered plan are on file at the Mesa County Building Department or may be obtained from the undersigned design engineer. K-CROATT(P.O. Bo.t r4o :Ustft, CO g7o,z5tt,o17z f ft a ch att l. a. cr rnl h @ o u tlo ok. L'. o,r t Ce*ificate of Inspection 8c Acceptance May 16,2024 E Seal Cronk, P.E. P.O, Box 140 Mack, CO 81525 970-250-0572 A fl\ 6il40 = Noter Property [nes oregneoter thon 100'frot'r solt treotnent oreo unless otherwlse hoted Noter Exlstlng septlc tonkros renoved, not obondoned of cleslgn 7,4', cleon out { ru 1,000 gotlon septlc tonk I 1,500 ( !,{\o -t o!.a.o5no t_ septlc tonk renoved BEHLI]V PRBJECT 89 FAIRVAY LANE a395-0a1-02-032 ASBUILT I'RAVIN6 MAY 16, 20e4 SCALET 1'=20'NORTH