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Home My WebLink About01.3 Septic InfoDecember 6. 2017 Red Barn Guest Ranch CIO Mr. Larry Halonen 26432 E l Mar Drive Mission Viejo, CA 92691 RE: Red Barn Guest Ranch, 345 Mid Valley Lane, l\"ewcastlc, CO -Lodging OWTS Dear Larry: The purpose of this correspondence is to inform you about the onsite wastewater treatment syslems (OWTS) for the Red Barn Guest Ranch. This project proposes to construct a reception center for events serving up to 300 people. The project is located in Peach Valley. to the east of Silt and to the west of New Castle. at 345 Mid Valley Lane. This office has completed an OWTS design for the n.:ception center. The details of the design arc in the report and plans dated June 19. 2017. [here are two building proposed for lodging and are being called the Bridal Suite and the Guest House. These have exist ing septic systems and perm its . The integrity of both system was reviewed by Anytime Sewer and Drain. Pennits and the repo11 is attached. The Bridal Suite operates on septic Pennit No. 1172 was designed for 3 bedrooms with a 1,250 gallon septic tank installed. Anytime Sewer and Drain detcm1ined that this was in good working order. The Bridal Suite is being remodeled to have two bedrooms. This septic system is planned to continue being used. The Guest House operates on septic Pennit No. 917 was designed for 2 bedrooms with a 1,000 gallon septic tank installed. Anytime Sewer and Drain determined that this was in good working order. However the Guest House is being remodeled to have four bedrooms. Both the septic tank and leach field would be undersized and therefore this septic system is planned lo be abandoned. The Guest House is designed to connect to the septic system of the reception center as outlined in the plans dated June 19, 2017. The conclusions and opinions that are expressed above are based on the information available at the time of preparation of this report. Any additional infonnation presented afterntard may require that these opinions and the design be modified . Thank you for the opportunity to provide this report. Feel free to call if you have any questions, concerns, or comments. 826 V2 Grand Avenue, Glenwood Springs, CO 61601 P: 970.945.5544 F: 970.945.5558 www.mounlaincross-eng .com -----------... ----":'"~--------:..-;-".;'"::---.----=--.. ---------------------.. ----. , .... r· • "' , .. •' GARFIELD COUNTY DEPARTMENT ,OF ENVIRONMENTAL HEAL TH 2014 Bleke Avenue 'Glenwood Springs, Colorado 81601 Phone (303) 945·7255 This does not constitute a building or use permit. INDJVIDUAL SEWAGE DISPOSAL PERMIT N~ 917 Owner ml 11 om G Bull od: (Barn &"Trafler-#------------- System t.ocation _______ __[]Olt::fAXJLt_t1JoL..J.O!..:l3!:!4!1l.5-!Clt.lo~ • .....£R~dLL._2~6!!.!2=-..::-~N~ew~C~8.::.::S~t~l-:re~----------- Ucenseq .Contractor--~2.L{-~,..;)L,6,,..<~v......-~E:c--::-·.'--.;;.?'~·-.ib~6~,.h .• ~q~..a.s·-----------'---------------- 2 C<) gallon • Conditional Construction approval is hereby granted for a --'--:'.:2_.....,__.!.,....::.. _ _ __.,,_Septi~Tank or ____ Aerated treatment unit. Absorption area (or disperse! area) computed as follows: fi ,. /.~ ' Pere rate of ohe inch in' I 3 minutes requires 0 minimum of ,L..; I CJ sq. ft. of absorption area per bedroom . . "· Therefore the no. of bedrooms ~ x /(;Vo sQ. ft. minimum requirement= a total of 3(,() sq. ft. of absorption area. ' May we suggest / ·:• />"' ::> () ..,:;_. ' .::> . Date / 1 I 14 / •;; o T 1 7 I / " / FINAL APPROVAL OF SYSTE.M: / v \ .~~ ,:.1: 1~ Inspector · C~': 1 /'/• t>" No system shall be deemed to be in compliance wit~ the Sewage Disposal Lows until the assembled system is approved prior to cover· ing any part. ~Septic Tank access for inspoction and cleaning within 12" of ground surface or ecreted access ports above ground V-.surface. Cl "'v Proper materials a,d esse~ly. . / £--C(!)/!J" /Pvk c: / ~ P ~ 7' ~ 1,. ----'C...,?'-Lny~--Trede nal)fo of septic tan or aerated trcafm1mt unit. _ __.d""-.::.K_\+--Adequate absorption {or dispersal) area. · --={-.P_K:.......1 __ Adequate compliance with permit requirements. _ _,.,c?:......:.K_,-"'--__ Adequate compliance with County end State regulations/requirements. -D:-tc=--=/=·Z--=/=/......L~~--,he~J~gc...,a._O~-----'"~'"°' ~l!i:d11YJ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE "CONDITIONS: 1. Ali installation must comply with all requiromenu of the County Individual Sewage DlspQ~a) Regulations. adopted pursuant to ou· thority granted in 66-44-4, CRS 1963, amended !l6·3·14, 'CRS 1963. · · · 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with anv dwelling or structures not approved by the Buildin9 end Zoning office shall automatically be 11 viola· tion of e reQuirement of the permit and cause for both legal ecrlon ond revocation of the p&rmit. 3. Section Ill, 3.24 requires any person who constructs, alters, or installs an individual sewa9e disposal system in a manner which in- volves 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). Building Official -Permit White Copy Applicant -Groen Copy Dept, -Pink CQpy ; GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 2014 Blak& Avenue Glenwood Springs, Colorndo 8Ui01 Phone (S03) 945·8241 PERMIT FEE ONLY -PERC RATE KNOWN (SEE PERMIT #917) INDIVIDUAL SEWAGE DISPOSAL PERMIT ·J.£ 1172 This does not con~titute . a building or me permit. Owner-~~~_.:;W~1~1~1~fam~~B=u~l~l=o=ck,_,__~~~~~~~~~~~~~~~~~~~~~~--~~~~ System Location _ __;:;0"'3-''l..::.5_::;;2~6~2_Ro.;..a.;...d~, -'N-'-e""""w'--C'""'a'""'s~t'"""'l'""'e'-------------------------- Llc:ensed Installer • Conditional Construction approval is hereby granted for a 1.000 gallon XXX Septic Tank or ____ Aerated treatment unit. Ab~orption area (or dispersal area) c~=s=~~ s-ri sj-/A Pere rate of one inch in \ 3 minutes requi~s a minimum of Z...ipv SQ. ft. of absorption area per bedroom. Therefore the no. of bedrooms 3 x 2.4.fisQ. ft. minimum requirement ca total of 1f}t:) sq. ft. of absorption area. I I f May we suggeU I e x 4 1 f.. 3. """ Mo'.[ /OJ /(ifj2 FINAL APPAOVL OF SYSTEM: ( Zo'x4o'x?,') , I O . J.'j, . lmpector -r:· f.1 ·£-vJ M a\_ c;:41M~ 4&\ No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled 5ystem is approved prlor to cover- ing anv part. Q L Septic Tank access for inspection and cleaning wi1hin 12" of ground surface or aerated access ports above ground ~ ~~::~·;,,".,;''' rod .... mwv. .;.. r.,_.;,, ..lo k.J ~ " ·,<,._,I,(!,/ ,) ": 't' .f 1; "· ~Trade namo of septic tank or aerated treatment unit. f'Z. tt> ~. a {-Adequate absorption (or dispmall area. z,e; , x 4 0 r )J 3 Yz, J "'-'( ri' J1...b.JJ'!..f L?.. L<i ___ ,_O_k_ Adeciuate compliance w ith permit requirements. (..c ... /\.l!J • (L_._ I 0 !1 l . . ! 0 ·'Cl o '· ~0.\ ::..t~-<. x ---='--"'"--~ AdeQuatc compliance with County and State regulations/reQuiremenu. O!h" --< ~ 1 N\.ta I 0 1 ' q fl z._. I"'"''"•' I . . ta• c~ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE Date "CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au" thority gronted in 66-44-4, CAS 1963, amended 66-3-14, CRS 1963. 2. This permit ls valid only for connection to structures which have fully complied .with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically bee viola· tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section Ill. 3.24 requires any person who constructs, alters, or inslalls an individual sewage disposal sy~tem in a manner which in· volves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Otfonse (5500.00 fine -6 months in jail or both) . ... ----~------~---···-----. ..... --.. ----------...... ----------.... -·--.. ----------·----....... -------....... --··-----... - June 22, 2017 Hays Construction 1002 Blake Ave Glenwood Springs, CO 81601 To Whom it May Concern: RE: 0345 County Road 262 ANYJ'IME SEWER & DRAIN PO Box 1967 RJFLE. co 81650 970-9300124 PHONE • 970-20S8432 FAX Tank 1: Is a plastic tank 1000 gallons with 1 lld. The baffles, inlet T, outlet T, all look to be properly working. load tested the leechfield and it looks to be in good working order. Condition of the whole system is in good working order. Recommendations: Add a bio filter to the septic tank and make sure owners use bacteria in the septic system. Tank 2: 2 bedrooms house also has a plastic tank 1250 gallons with 2 lids. The baffles, inlet T, outlet T, all look to be properly working. Load tested the leechfield and it looks to be in good working order. This house has exterior cleanout. Condition of the whole system is in good working order. Recommendations: Also add a bio filter to this septic tank and make sure owners use bacteria in the septic system. Please feel free to call if you have any other questions. Thank you, Respectfully, Scott Moyer Owner Anytime Sewer & Drain Co. Inc. is not responsible before, during or after this Inspection.