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HomeMy WebLinkAboutOWTS Owner's DesignAdams ADU Septic Replacement Project The attached permit application is to replace the existing septic system for 3903 CR 24I, New Castle CO This location is a separate ADU building associated with parcel 212306L00t92 (listed as building #2). Currently the building is being serviced with a small concrete septic tank and minimal leach field that was installed in the range of 40-50 years ago. The intent is to update the service for the 2-bedroom home and add an RV hookup for limited usage. To account for the RV an added bedroom was added in the permit application. A new septic tank will be installed adjacent to the existing tank in the yard area approximately 20 feet from the home. This will connect to a new leach field approximately 100 ft away from the septic tank. Location of the leach field and septictank are chosen such that allthe added infrastructure is outside of existing easements and topographical concerns. The septic tank will be approximately 70' from the well location and septic field would be more than 150 feet from the well that services both homes on the parcel. Septic Leach field will be approximately 200 feet from East Elk Creek, Below is a blown up area of the plans for more details on the location of the new system. t*lþ.øâÐôtüÞLd s 76 Ë ./,./y',v (( t"'i )l)i lt t, /,/' ì eñotúE¡&.bùm XTEA8Î n{DNORn{ :TACE. IlED PIACE, ¡tbçwo.dfE l-.l,tg I tåô Ì& I lo ø ), ro,00 ÈlFEîr¡L f kw..rf tIÉ¡br.r/l¡¡d ,*.-t:-b t0{,s ¡t¡cF b r6, È ,&, ds'rf" bl fh&¡ h Eotdg turrf È¡al ll ú I lg'ó ùHrúllto ¡dd!¡+ s ¡6"3 7,0g. ÐOt.¡ltB[¡r¡m æ.00åtr ¡IniltlÉ t, r.¡tm.I&'frtl&,È*, ,..¡:,E' Íll*.?r' iii il i ¡I .} 'tl it tsrúH¡r hÈ!m. 1ı. nIEASÍr ffiE HOTilTT ï.åcE. \TET) il.*cts. Irchl$ .,tt ¡*ryWttr!t¡æ&¡*rr/ffi {år Drrn E¡lH {Iþprtr*--LC I t0 r"Jt r tlDüc ¡J*Ø Í¡]'FllS,r å 0r il+"# EArHffficr he 4 lû,Yr!rybro¡tpa,¡rffin dr rrt"1 \. ,i""::Dþfmeff¡t -;;f, f hçTûdftrüåI&trr/.hnrt rumð à+ .P ,"ù-qò -ù ers4 ffitffi¡r tt'oüilmHFhüryü¡rrymü f/lt/r9ÐıäffirúËtu XÉ¡O:rntffi åffi s' ÌA eDryH¡{r u + Soil Report for Proposed Septic Leach Field for Adams ADU The soil test pit was field verified on December 5,2021 with no snow on the ground. The location is in their lower field, approximately 130 feet from an agricultural ditch and 215 feet from East Elk Creek. The field width from the bottom of the field to the drop off to the irrigation ditch and creek is about 100 feet. The proposed leach field location is within the current setbacks as noted is Table 7-1 in Resolution No 2018-36 A Resolution Concerned with the Amendment of Onsite Wastewater Treatment Systems (OWTS) Regulations. Sample Locations is at: 39"38'38.42"N, 107"31'57.74"W Depth (inches)Soil Color Texture o-4 10YR2t2 Loam 4-24 10YR2t2 Clay Loam 24-60 1oYR 3/3 Clay Loam and Gravel 60-80 1oYR 4/3 Silty Clay Loam 80-1 01 1oYR 5/4 Clay 101+10YR 4t4 Sandy Clay Loam No ground water present at the bottom of the hole Photographs to follow: Top 2'Top of Profile Middle of Profile Bottom of Profile Bio of Sampler Cindy Adams is the homeowner and an environmental consultant. Cindy has worked in environmental consulting for over 15 years throughout Colorado, Wyoming, Utah, North Dakota, and South Dakota. She graduated from the University of Denver with a B.S. in Environmental Science and a Masters of Business Administration. Cindy has a wide breath of skills and experience in environmental permitting, environmental assessments, reclamation planning and monitoring, pre-disturbance assessments, wetland delineation, aquatic resource inventories, noxious weed mapping, grant writing, Phase 1 environmental site assessments, and threatened/endangered plant and habitat surveys. She has managed a wide variety of projects for the private and public sectors. Cindy is on the Garfield County Noxious Weed Advisory Board. Adams ADU Septic Design - By Daniel Adams, Owner The Adams ADU septic replacement is designed to support the exiting 2-bedroom home and add 1 RV / camper septic connection (added as an additional bedroom). Soils in the leach field area are clay loam / sandy loam and treated as a type 3 soil. A treatment level of 0.35 gallons per square foot has been used for this soil type and 450 gallons per day as the daily wastewater generation. The proposed system is to install a new L250-gallon tank adjacent to the exiting tank. This will connect to a new leach field with 3' width channels utilizing leach field chambers (0.7 discount for using leach field chambers) for a total length of 300' (3 - 100' leach field trenches in parallel). They will be installed with drainage going from north to south (top of photo to bottom) to minimize impact to existing uses of the field area. Overview of design and existing tanks are show in the photo below, Blue is the current tank and leach field. Yellow is the proposed new septic tank location and orange in the proposed leach field location. Locations have been selected to work with setback from existing infrastructure and easements in place. oÍ 1 / REV: DfC, BY: SRB ÐATE: 8/26/6 JOB. 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