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Home My WebLink AboutApplication - Permit• Garfield County I NO. 10343 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 ..P~ 3 jQ ~A ;A"-r.. 7Mk ~ (j.O . ~-~-·cJ ~ JobAddress(Oo/Lf ~ ~l'PJ. ~-{Pg/bd-3 Nature of Work Building Permit ~ o J:IJ:; ;}.3Cf3-2> b3-!Cf.~ 00 3 ~~ UseofBuilding~~~ w(~~'{:~ Owner ~l M· lJ~ ~ / Contractor ~ Amount of Permit$ 'f-3Cf 3>. ~ ( Date '-11/ ~ 9 o)O"» ? . . I -t-5)o. cSb ..SPf~ (! 'f-'f<f-!!,,d.,_[ Cle<k -~ GARFIELD COUNTY BUILDING PERMIT APPLI CATION 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212 I Fu:: 970-384-3470 /Inspection Line: 970-384-5003 LSclledule No: 2 31 ~ ·~ {o 3 ) CJ 00 3 7 8 Class of Work: 0 9 ~a rage: 0 10 0 Driveway Permit 1 1 Valuation of Work:$ NOTICE A ~ARATE §!JW'Im AL PERMIT IS REQUIRED AND MUSf BE ISSUED BY THE Sf ATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSfRUCTION AUTHORI ZED IS NOT COMMENCED WITHLN 180 DAYS. OR. IF CONSfRUCTION OR WORK I S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI CATION AN D KNOW THE SAME TO l3E TRU E AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING T HIS TYPE OF WORK WILL BE COM PL ETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERM IT DOES NOT PRESU ME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER SfATE OR LOCAL LAW REGULATING CON TRUCTION OR THE PERFO CE OF NSfR ON. -. P-£v~ ?A~ C-cJ On-S ite Sewage Disposal. Carport: 0 Site Plan Adjusted Valuations: S . Pl a n Check Fee: Pe rmit Fee: i730.(o 0 0 Single Double Total F ee : \ D ated Perm i t Issu e d: 4"3q3. -zl OCC Group : Q_ Const. Type: Setbacks: AGREEMENT PERM ISSION IS H EREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF TH · CONTRACTOR OR OWNER TO CONSfRUCT THE SfRUCTURE AS DETAI LED ON PLANS AND SPECIFICATIONS SUB MITTED TO AND REVIEWED BY THE B UILDING DEPARTMENT. IN CONSIDERATION OF T HE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.2 8.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT I F THE ABOVE SAID ORDINANCES ARE NOT F ULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSfRUCTION. AND USE OF THE ABOVE DESCRIBED SfRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT T H EN AND THERE IT S HALL BECOME NU LL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIF1CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICW.. FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPEC IFIC ATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRJED ON THEREUNDER WH EN IN V IOLATION OF THS CODE OR ANY OT HER ORDINANCE OR REGULATION O F THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED T HEREAFTER DOES NOT CONSfiTUTE AN ACCEPTANC E OF ANY RESPONSIBILIT IES OR LIABLITIES BY GARFIELD COUNIY FOR E RRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLE MENTATION DURING CONSfRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER. BUILDER. AND OWNER. COMMENTS ARE I NTEN DED TO B E CONSERVATIVE AND IN SUPPO RT OF TH E OWNE RS LNTERESf. ~ ~ ~.0~ 'H::C~.~VE R~~DU:;_:D :;;:;E~~;;:;_,.•~64.-JF==- q;Y;\~ ,'~>'j.? '~~""~if' 11 .;2ro:.Ls . r9 The fo ll owing i tems a r e required by Garfield County for a final inspection: 1. A final Electri cal In s p ectio n from the Colorado State Electrical Inspector; 2. Permanent addr ess assigned by Garfield Count y Building D epartmen t posted where readil y visible from access road ; 3. A finished roof, a lockable house, complete exterior sid i ng, exterior doors and windows in stall ed, a complete kitchen with cabinets, a s ink with hot & col d running water, non-absorbent kitchen floor coverings, counter tops and finished wall s, ready for stove and refrigerator, all necessary plu mbi ng; 4. All bathrooms must be complete, with washbowl, tub or shower, toil et stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps o ut sid e o r in side over three (3) steps mu s t h ave handrails, guard rail s on balconies or decks over 30" hi gh constructed to all IBC and IRC requirements; 6. Outside grad in g done to where water wi ll detour away from the building; 7. Exceptions to t he outside steps, decks and grad i ng may be made upon the demonstration of extenu atin g c irc umsta nces, i.e . weather, but a Certificate of Occu pancy wi ll not be issued until a ll t he required items are comple ted a nd a final in spection made; 8. A final in spection sign off b y the Garfie ld Coun ty Road & Bridge Department for dri veway installation, where appli cab le; as well as any final sign off by th e Fire Dist ri ct, a nd/or State Agenc ies w he re appli c able. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISS UED UNTIL A LL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY O R USE DWELLING UNTIL A CERTlFICATE OFOCCUPANCY (C.O.) IS ISSU ED . OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. Wll.L BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIO NS ARE MET. I understand and agree to abide by the above conditi ons for occupancy, use and the iss ua nce of a Certifi cate of Occup a ncy for th e dwelling under building permit # /0 3 <f3 ~~ s~7 J' ~I · Bpapplicationfeb2006 ~ ...... ~ ~ r / Date VALUATION/FEE DETERMINATION Applicant ~ Address /4~:YbUR cG Date 0( f;).o)o b r ' Finis he d (Livable Area): M a in U ppe r Lo wer Othe r 37"' 8 98 / Subdivision ~CIA(\") F"of K ( (e.5<?t{V~ Lot/Block ·:s Contractor ~e..r /) 4 .., 7,:) b<;l ..-?5 .. l ,,_p:;c. 32.. T o tal ~qu a re Feet I 7 Cf ,. ~ 0 ::> l l(l .. // • V a lu at iO n B aseme nt: U nfinishe d Convers io n of Unfini s he d to F ini s hed Pl an Check Fee fo r Conv e rsi on V a lu ati o n Gar ag e : I 3Z ~ -t f 8 V a lu a ti on C rawl S Qace : V a luati o n D eck s/Pati os: I ~ Covered 71 V a lu a ti on ~ Open ·' '"' :£ z1 V a lu a ti on Tota l V a lu ati o n <::::. Z3,904 -/51 98 4 - 317 543.J2- GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite th e iss uance of a p ermit it is importa nt that complete info rmation be provided. When reviewing a plan and it's discovered that required informatio n has not been provided by the applicant, thi s will re s ult in the delay of th e permit issuanc e and in proceeding with building construction. The owner or contractor shall be req uired to provide thi s information before the plan review can proceed. Other plans that are in line for rev iew may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and pr·ovide adequate information to facilitate a plan review. Also, please consider using a design pr·ofessional for· assistance in your design and a construction professional for construction of your project. Any pr·oject with more than ten (10) occupants requires the plans to be sealed by a Colorado Register·e d Design Pr·ofessional. To provide for a more und e rstandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are reque sted to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper· at least 18"x24" and drawn to scale. Pl ans mu st include a floor plan , a concrete footing and foundation plan , e levation s a ll si des with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 3 6 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the e~lope. Yes_~~'--- 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes ~ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes ./ 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes _ _::_V ___ _ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes Z 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes V 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and ;offi ts? Yes _ _.,~'------ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and ~nd loads? Yes._"'v ___ _ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes / I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes._--""'------ II. Does the building section drawing or other detail include the method of positive connection of all colun;!JS and beams? Yes IL__ 12. Does the elevation plan indicate the height of the building or proposed addition from the undistul'bed gl'ade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flay-oof? (Building height measurement usually not to exceed 25 feet) Yes__.~"'---- 13. Does the plan include any stove or zero clearance fireplace planned for installation including make an~~del and Colorado Phase II certifications or phase II EPA certification? Yes tJt'!_ No \./ 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes V No ------ 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes No. ____________ __ 16. Does the plan include a window schedule or other verification that windows provide natural light and ventiijuion for all habitable rooms? Yes ~ No ____________ __ 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes / No ______ _ 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes / No ------------ 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or coven3Pts? Yes v"' No ------------ 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, pJ"ior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes v"'. No ------ 21. Will this be tge only residential structure on the parcel? Yes No Ifno-Explain: ____________ __ 22. Have two (2). complete sets of construction drawings been submitted with the application? Yes. __ _.,:..._ __ __ 23. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? • Yes ~ No _____ _ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ~ No __________ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No ____________ _ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ...... .----/ No ______ _ 27. Do you understand that approval for design and/or construction changes are required prior to the applicatiq!L of these changes? Yes ~ No ____ _ 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building per~ Yes ~ No ----- 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made fi'Om 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes. __ __,"""-----No __________ __ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes ,/ No. ____ _ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes v No. _______ __ 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply ~e~ the~· No ________ __ 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. 61'1>~ "{"., ::S"..w.e. I"'IA\...L.., ~ :sA\0 O!-IE-I'e> Yes No No'l" t-~t:..C£5S,A...IZ-'( 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No ____________ __ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes V No ________ __ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ....,........-No (please check with the building department about this requirement) 3 7. Do you understand that if you are planning on doing any excavating or grading to the property pt·iol' to issuance of a building permit that you will be required to obtain a grading permit? ' / Yes_...:.V' __ _ I hel'eby acknowledge that I have J'ead, undel'stand and answel'ed these questions to the est o my iJ'ty. Signature n~~NTk::-1 ~~ MOIP.. t>R Ste\'~le. Ge..pw,IIJ Phone 10Lf · q{£0 (days); 4Vt.f ·'1150 (evenings) ProjectName: C!S'IDM ~IDE.NCF : Hvf'ION Project Address: lor 3 1 Ro"-~uJG tpBI'-'P(<.E6Ef.\/k 5.Jaorvi.SioN Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first 6 position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 Applicant ~AN REVIEW CHECKLIST ( Date 9·· 2.!) '" (0 Building ~ginee r e d Foundation __ Dri veway Permit -----\Kr:-_ .. ............-_SSrurveyed Site Plan '-"'-(2_. _L_Septic Permit and Setbacks ~. ~~·ade/Topograp h y 30% -~Res identi a l Plan Review Li st ~nimum Application Qu es ti onnaire ~bdi vi s ion Plat Notes __ Fi re De partment Review -4'1uati o n Determinatiori!Fees ~R ~m e Pl ans/S tamps/Sticker 6~h Cond iti o ns _,An_Appnlliic ation Si g ne d ~e wer To Sign Application -~-arccee lll/S che dule No. ~0# Snowl oad Le tt er-Manf. Hms. ~port GENERAL NOTES: Planning/Zoning ~rty Line Setbacks Jl.J:_3oft Stream Setbacks .t[iFl ood Plain ~ding Height ~g Sign-off ~Impact Fees __ HONDRC Approv a l ~/Topograp h y 40% .fi.dy1ann in g Is sues ~i s ion Pl at No tes Garfield County BUILDING & PLANNING DEPARTMENT Date: September 24, 2008 To: Dr. William Hutton Dear Permit Holder, Please refer to your building permit number 10343 , issued 3/9/2007 A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since 1/18/2008 Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 and International Code Section 105.5 " Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, provided no change have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action or a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience, in writing, to advise us about the status of your permitted work. If you have not responded within thirty (30) days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statues 30-28-205 & 210, was not inspected, is not approved and the building or area is illegal to occupy and is subject to legal abatement action. Thank you for your cooperation. Sincerely, Jim Wilson Building Inspector 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 ---' P l ''rt ),~, -d-. '~" l L,:;__~ <J 1'-tu:, ' "· --1 :§'; th"" '' G, ~ o "''~' <--;,~· ~ ·tC,, ~k'i~ )\,., d!~~ j:, ZL (c •o ( n-,.._6 ~~ -t, c. a-,,, )",.1 Q,"g,~ (-"' ~;;{cr--..---... ~v"-~Y1Y'-l~Ch,' ,, W • L · 1.-h:tt (qv !...) )_ 3 ! h. ( 1.'-'k \ \c--,-( D t" I L. J ,) )\ '7 ~-d-Ol d--1 '-1-3 t;{)._ tt b iS ~ Assessor's Parcel No.d.-593-3b3•}Cf-6o3 /fJ () f.d. Date 3ft/> 7 No. /9 3<+3 BUILDING PERMIT CARD Job Address b()( <f :Si \ve (' Sftu·c.e. 'Df. kvf3 Ro~•\~§ FoctK 'fv=-e.se "_!~ C'dal-t. ((/~ Ownertfu+to" > Dr. \)..)',\ t\ ~""""' Address5tf-3J ~'ttAb~r k"-~~~8h~'); Jtt(-35o-i(,JS Contractor C> vJ ~ v Address fu t'V\ ~ C\.5 QCo<J ve__ Phone # ___ _ Setbacks: Front Rear RH LH Zoning ____ _ S)F (JJ ( ow. ~ INSPECTIONS Soils Test ~ Weatherproofing ___________ _ ~Footing 3..-;?. 9-o2~ -er--a Mechanicai ______ --=------:=------- Foundati on 't-£-o7~ Electrical Rough (State) lf .. t9-tJ7(31f Grout Electrical Final (State) \:7 . Underground Plumbing f ---f/-c/) . uu-..J te.uf ,..rc/-~inal lb-;t-og' /Checklist Com~~~eed? Z Rough Plumbing ~·I ... Certificate Occupa,ncy # ~-~- Framing 1.2, #-1·~7 f'P: /d.-?.J ·o7~ Date IJ::t:.tu o ~ , ·0? .. Insulation /,2-;;A/-o2~ Septic System# 't 01.78: J;,sT-~ Roof1ng Date ~ Drywall 1-/t5-t:>8~ F i nal ___________ _ Gas Piping 12. -lif·ez~ Other ----------------~~~~t4~r ~ NOTES .. (continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at OCJ/i/ -8.-d:.~--·o/~ cf), ' Permit No. jO 3 41-J I have this day inspected this structure and these premises and found the following corrections needed: ~~ ~ ~ ~ ~&C'n O/< . .?6--~ ~~~ ?6-~ Mean for Re-lnspection D $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When ~orrection(s) have been made, call for inspection at 970-384-5003. Date to-f·-6':8: 20 ___ _ Building Inspector ~~~ Phone (970) 945-8212 ' F <jll o; INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PE·RMIT GARFIELD COUNTY, COLORADO Date Issue~~.9..J ... Zoned Area ............................... Permit No.I.~-~ ....... . · .J AGREEMENT I In consideration oftbe issuance oftbis permit, the applicant hereby agrees to comply with all laws and regulations related to tbe zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, erection and construction of the above described structure, the permit may then from the County Building Inspector IMMEDIATELY BECOME This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. ~ 0.:::>?-J£2~7 INSPECTION RECORD Footing 3·;<<fo7~ Driveway Foundation 'f-5'-o7 ,.:;~ S'if'.,v~ 12/:':!i!t?.~ ..,.,._ '· ·2.<>:>;i ~;.t( Underground Plumbing S:Q-o7 J),):: Insulation };?.· ;:t/-0 /~ Rough Plumbing Jl./;1.· Drywall I -18 ·IJ Z Al1't\ ~ Chimney & Vent I:Z·I¥6?~ Elee,tdc Final (by State Inspector) V Gas Piping /:?-·/¥·ct7~ Final IO·;l."'? ~7/?P .~ Electric Rough (By State Jns.£J.R.7 £Sd:. Septic Final 0./f.A', . f ~ Framing /'-·/l/·47 ~(ft.-/i.-e-) (To include Roof in place and Windows and Doon installed). 1 /J.·;).I ·if/Jr/ff"' Notes·~ z£ ·t, ,2 ~~ · ~ ff.-: uL._ ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE FQrlnspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD DateMl/0'7 By -=t '~ .Hd...-1 6y_ ('C, · IF PLA~ ~~VER WITH CLEAR PLASTIC Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 02-SEP-08 Permit Number: 634405 Contractor/HomeOwner: WALKER ELECTRIC 14 Silver Spruce Address: Type of Inspection: Final Action: Accepted Comments or Corrections: Permit card locked in construction trailer. No building permit card available Inspectors Name: Robert Fuller Phone Number: 970 625-4561 Date: 02-SEP-08 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 -Gvto e ~ ~ ~v(-,'6>'--+~-+f-an https://www.dora.state.co.us/pls/reaVEp_ Web _Inspection_ GUI .Process _Page ~·d 6Wl9690L6 ::JIC11::l313 CI:J>Il\fM Page I of I 9/30/2008 eqr.:Rn Rn n~ de<:> ~ug.LL. LVVb L:I4~M August 22, 2006 GUUUW!N PROPERTIES ROARING FORK PRESERVE HOMEOWNERS ASSOCIATION William Hutton 5231 Farquhar Lane Dallas, TX 75209 RE: Lot 3 Roaring Fork Preserve Dear Mr. Hutton, No. 0905 P. 2 The Roaring Fork Preserve Association has completed it's final review of your plans for lot 3. The Association was pleased with the home design and looks forward to your residence becoming a part of the Roaring Fork Preserve community. 1. The Association approved your plans as submitted. The Association requests that you leave the approved sample material board on site. In addition, please keep in mind that your approved plans are on kept on file for periodic review by the Association to assure compliance with your approved plans. Any anticipated changes from your approved plans must be submitted to, reviewed by and receive approval from the Association prior to making any changes. Thank you and please contact me if you have questions. ~~~~~~~~ Rob Goodwin Association Manager ~tech HEPWORTH-PAWLAK GEOTECHNICAL July 14, 2006 Dr. William and Sue Hutton 5231 Farquhar Lane Dallas, Texas 75209 Hepworth~ Pawlak Geotechnical, Inc. 5020 County Road !54 Glenwood Springs, Colorado 81601 Phone' 970-945-7988 Fax, 970-945-8454 email: hpgeo@hpgeotech.com Job No.I 06 0490 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 3, Roaring Fork Preserve, Blue Spruce, Garfield County, Colorado. Dear Dr. and Mrs. Hutton: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our proposal for geotechnical engineering services to you dated May 2, 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geotechnical study for development of Roaring Fork Preserve and presented our findings in a report dated November 30,2000, Job No. 100 627. Proposed Construction: The proposed residence will be one and two story wood frame structure with an attached garage located on the site as shown on Figure 1. Ground floor will be slab-on-grade. Cut depths are expected to range up to about 3 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. Ifbui1ding conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. The ground surface is relatively flat with about 2 to 3 feet of elevation difference across the building area. There is an existing pond and irrigation ditch to the east of the building area. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2- Vegetation consists of cottonwood trees with an understory of grass and weeds. Scattered cobbles are exposed on the ground surface. Subsidence Potential: Roaring Fork Preserve is underlain by Pem1sylvania Age Eagle Valley Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. Sinkholes were not observed in the immediate area of the subject lot. The exploratory pi.ts were relatively shallow, for foundation design only. Based on our present knowledge of the site, it camwt be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot 3 throughout the sen'ice life of the proposed residence is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The Jogs of the pits are presented on Figure 2. The subsoils encountered, below about I foot of topsoil and 2 to 2Yo feet of medium stiff, sandy silty clay, consist of relatively dense, silty sandy gravel with cobbles to the pit depths of 4 to 5 feet. Results of a gradation analysis performed on a sample of the gravel soils (minus 3 inch fraction) obtained from the site are presented on Figure 3. Groundwater was observed in the pits at depths of 4 and 5 feet and the soils were slightly moist to wet at the groundwater level. Foundation Recommendations: Groundwater was encountered in the exploratory pits and the excavation depths for the residence should be kept relatively shallow to avoid groundwater impacts. Considering the subsoil conditions encountered in the exploratory pits and the nature ofthe proposed construction, we recommend spread footings placed on the undisturbed natural gravel soil or compacted structural fill designed for an allowable soil bearing pressure of2,000 psffor support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for colurm1s. Topsoil, clay and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended Job No.l06 0490 0 -.) - down to the undisturbed natural gravel soils. As an alternative, design bearing levels can be re-established with compacted structural fill. The fill should consist of granular soils compacted to at least 98% of standard Proctor density at a moisture content near optimum. The fill should extend laterally beyond the footings at least equal to the depth of fill below the footings. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site gravel soil, excluding oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of somecii_ffer~11tial movement, floor slabs should be separated from all bearing walls and coluums with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed below slabs- on-grade to facilitate drainage and limit capillary moisture rise. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 9 5% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Job No.I 06 0490 -4- 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 1 0 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information.· As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to Job No.I06 0490 ~tech -5- verity that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, Reviewed by: Steven L. Pawlak, P.E. JZA/vad attachments Figure 1-Location of Exploratory Pits Figure 2-Logs of Exploratory Pits Figure 3 -Gradation Test Results cc: John Muir Architects-Attn: Stephanie Gerwin Job No.I 06 0490 ~tech 106 0490 100 " LOT2 --~--- \ I \ I ' \ I, \ I UJ ..._, ~ J cc Q (I) UJ ::::J _, m I / PIT 1 I L I I ~ HEPWORTI+PAwtAK GEOTECHNICAL - PIT2 • PROPOSED RESIDENCE . / '------' ---,_ l I I I RETENTION POND I \ ~y '---t---105 LOT3 LOT5 APPROXIMATE SCALE 1" = 100' LOCATION OF EXPLORATORY PITS Figure 1 lr PIT 1 PIT2 ELEV.= 104' ELEV.= 102' 0 _ll w +4=58 Q) ---200=15 (l_ I --5 _J .!: -o_ Q) 0 10 LEGEND: NOTES: TOPSOIL; silty sandy clay, organics, roots, firm, slightly moist, dark brown to black. CLAY (CL); silty, sandy, medium stiff, slightly moist, brown. GRAVEL (GM); silty, sandy, with cobbles, dense, slightly moist to wet below groundwater level, brown, rounded rock. Disturbed bulk sample. Free water level in pit at time of excavating. 1. Exploratory pits were excavated on July 5, 2006 with a Caterpillar 307-B backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan prOVIded. 0 5 10 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in · water-levermay-oc-cur-with-time.------ - 7. Laboratory Testing Results: +4 = Percent retained on the No.4 sieve -200 = Percent passing No. 200 sieve 106 0490 ~ HEPWOR'Tl+PAWLAK GEOTECHNICAL. LOGS OF EXPLORATORY PITS Figure 2 a; Q) (l_ .!: o_ Q) 0 0 w z ~ w "" f- 1:5 () f5 a_ I HYDROMETER ANALYSIS I SIEVE ANALYSIS I I 'I, HR TIME READINGS I 24 HR. 7 0 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 U.S. STANDARD SERIES I #100 #50 #30 #16 #8 #4 CLEAR SQUARE OPENINGS 3/8" 3/4' 1 1/2" 3" 5' 6" B" 100 90 20 80 30 70 40 60 50 50 60 40 70 30 80 20 90 10 0 100 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MILLIMETERS FINE SAND MEDIUM COARSE GRAVE. FINE COARSE COBBlES CLAY TO SILT GRAVEL 58 % SAND 27 % SILT AND CLAY 15 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Silty Sandy Gravel FROM: Pit 2 at 3}:2 thru 4 Feet <..> z Vi [/) < a_ f- 1:5 () ffi a_ 106 0490 cb'&ech GRADATION TEST RESULTS Figure 3 HEPWORTH-PAWLAK GEOTECHNICAL II', in the area. The existing letter is not a letter of "no material injury" to existing water rights as required by CRS 30-28-136 (h) (I) Garfield County does not override the State Engineers opinion regarding injury to decreed water rights. Prior to the approval any Final Plat, each well permit will be approved by the State Division of Water Resources and each well will be drilled and meet the following criteria: 1. 2. 3. 4. 5. 6. That a four ( 4) hour pump test be performed on the well to be used; A well completion report demonstrating the depth of the well, the characteristics of the aquifer and the static water level; The results of the four ( 4) hour pump test indicating the pumping rate in gallons per minute and information showing drawdown and recharge; A written opinion of the person conducting the well test that this well should be adequate to supply water to the number of proposed lots; An assumption of an average of no less than 3. 5 people per dwelling unit, using 100 gallons of water per person, per day; If the well is to be shared, a legal, well sharing declaration which discusses all easements and costs associated with the operation and maintenance of the system and who will be responsible for paying these costs and how assessments will be made for these costs; 7. The water quality be tested by an independent testing laboratory and meet State guidelines concerning bacteria and nitrates. D. Fire Protection: The site is located in the Carbondale and Rural Fire Protection District (CRFPD). The CRFPD noted in a letter during the sketch plan process that the proposed access should be adequate for fire protection purposes. Additionally they asked for 30,000 gallons of backup water storage for fire protection and that each unit have sprinklers. Zancanella & Associates (ZA) noted in a letter dated 8/23/00 that the proposed water system improvements for the Mayfly Bend subdivision will include a joint 30,000 gallon storage tank, to be shared with the proposed Roaring Fork Preserve Subdivision (RFP). There was a fire protection plan submitted at the Planning Commission hearing for the Roaring Fork Preserve subdivision application .. Water for fire protection will be limited to water carried on fire apparatus and tanker shuttle, since there is no other fire protection water included in either this application or the Mayfly Bend subdivision application. The applicants propose to place three 10,000 gallon water storag~tanks at a location within the Roaring Fork Preserve subdivision. (See plans pgs. 2... -r-25 ) Additionally, the covenants have been amended to require NFP ABD compliant fire sprinklers in the houses. The Carbondale & Rural Fire Protection District has reviewed the plans and stated that the design and installation should meet the following standards: Tank/Cistern Design and Location 1. Tanks/cistern drawings should be submitted to the fire district prior to installation. 7 Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information As~eSSoi[D·easmerPmpertySearc:h I Assessor Subset Query I Assess.or Sales Search Clexk_& RecoHl()LiS!'!~_eRliofl_~~axc_h l;3asi<: .. l;3uilding_Cllm¥teri:;tics I Im,Jnfonnatiou Parcel Detail I Value Detail Sales Detail I Residential/Commercia! Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o11 II R008555 II 239336319003 II 63.377 I Owner Name and Mailing Address !HUTTON, WILLIAM L I 15231 FARQUHAR LANE I !DALLAS, TX 75209 I Legal Description ISECT,TWN,RNG:36-7-88 SUB:ROARING I !FORK PRESERVE LOT:3 PRE:R111356 IBK:0340 PG:0327 BK: 1640 PG:295 IRECPT:663588 BK: 1640 PG:294 IRECPT:663587 BK: 1640 PG:292 IRECPT:663586 BK: 1572 PG:511 IRECPT:649141 BK:1357 PG:269 IRECPT:603999 BK: 1357 PG:225 I IRECPT:603998 BK:1357 PG:213 IRECPT:603997 BK: 1357 PG:211 IRECPT:603996 BK: 1357 PG:209 !RECPT:603995 BK:1279 PG:57 IRECPT:586745 BK: 1359 PG: 128 IRECPT:604486 BK:1183 PG:436-439 IRECPT:562395 BK: 1131 PG:757 I IRECPT:546192 BK: 1107 PG:0170 I http://www. garcoact.com/assessor/parcel. asp ?Parce1N umber=23 9 3 3 6319003 9/2112006 Parcel Detail Page 2 of 3 IBK:1107 PG:0166 BK:0710 PG:0568 IBK:0709 PG:0941 Location I Physical Address: \\14 SILVER SPRUCE DR CARBONDALE\ I Subdivision: IIROARING FORK PRESERVE I I Land Acres: \\5.844 I I Land Sq Ft: \IO I Section II Township II Range I I 36 II 7 II 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 309,66011 89,8001 I Improvements: II oil ol I Total: II 309,66oll 89,800\ Sale Date: \\1119/2004 Sale Price: \\495,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type II Amount I 2005 II Tax Payment: Whole ($5,434.58)1 2005 II Tax Amount $5,434.58\ 2004 II Tax Payment: Whole ($3,369.32)1 2004 II Tax Amount $3,369.32\ 2003 II Tax Payment: Whole ($2,832.62)\ I 2003 II Tax Amount $2,832.62\ II http://www. garcoact.corn/assessor/parcel. asp ?ParcelN umber=2393 36319003 9/21/2006 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 2 J 8 108 Eighth Street, Suite 201 ;2j~ssessor's Parcel No. Glenwood Springs, Coloradof 81601 ~q~ ... 3 b_.)-( 9 -CO';) Phone (970) 945-8212 :,..) INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY lfh_ f....(' '((' c::"''").:q/ lA I . I)c,(bJ,J;. Owner's Name t'Thf 1'10 0 J \l)V • (..l} 11at11 Present Address J 0'-J (-O.,r~ £A. ytO, ( 1-l\ · Phone J ( \(,.... 3So • <J t, /5 System Lo ca tion OD{ lf-S't\ ver S[u.c~ ]?c . c(Ja. (.e__ ~I b).3 Legal Description of Assessor 's Parcel No . Lo-r-3 Rro.r< ~ fb f [-<:..__ fre s.e..v (/ e__ SYSTEM DESIGN _____ Septic Tank Capacity (gallon) _____ Percolation Rate (minutesfinch) Required Absorption Area-See Attached Special Setback Requirements : -fJ~k~~ ' __ Qth~~~ ~17.~006 Number of Bedrooms (or other) ~ Date ______________ Inspector --------------------------- FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System lnstaller ______________ ~&~~~~=~:;.,.__.-4¢~==-_.c,~..sc~~~=:.L--------- ~~~~g Septic Tank Capacity Septic Tank Manufacturer or Trade Name 41~:!! ?d= Septic Tank Access within 8" of surface ---------6~~~~=--=-=::..:..____Jfr~~~~~-,:;------------ Absorption Area ---------------------------------------- Absorption Area Type andfor Manufacturer or Trade Name ------------------------- Adequate compliance with County and State regulationsf requirements Other _________________________________________ ___ Date ______________ Inspector __________________________ __ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must co mply 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 APPLI CATION OWNER:1)e.. \.J\J,k\dM-1\ t\vTfo"'-1 ·=iS~ ADDREss 5 23 \ fAgQvcll~ LANr. Dt\t.-L.AS Tx PHONE :2-1 tf-35o -tfk,/ s- coNTRAcToR T.'D:\), ·~~~~----------------------------------- ADDRESS ____________________________ __ PHONE --------- PERMIT REQUEST FOR (X NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitab le building, location of potable water wells , soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: I L\-51 L\JW-5?~\J ce::..,. Near what City ofTown CA\3-f>n NQ..A~ 1 C:::O Size of Lot 2 5 'f 15 ?5 D rj Legal Description or Address ~ '\ .3) PoA'f:\ t--l ~ :£t;i?-¥=-£~~V~ WASTES TYPE: ~DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOM ESTI C WASTE S ( ) OTHER -DESCRIBE ______________________________ __ B~~~s~~~E:~~~'~F~~~w-~~~~~~------------ Number of Bedrooms Y-: Number of Persons --------- cvJGarbage Grinder (~tomatic Washer ( ~h washer SOURCE AND TYPE OF WATER SUPPLY: ( vrWELL ( ) 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?--------------------------- A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. s \ -r e.-\'L..l~N o N ~ '1 2-x. l\ ,. i'A\?~ wrn-\1~ 6 t:-fn c..:... GROUND CONDITIONS: ~(?t tJ~s; ~oJZ-\. Depth to first Ground Water Table ___________________________________________ _ Percent Ground Slope--------------------------------------- 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ) SEPTIC TANK ( ) AERATIONPLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POT ABLE USE ( ) PITPRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER-DESCRIBE ______________ _ FINAL DISPOSAL BY: ( ) ( ) ( ) ( ) ABSORPTION TRENCH, BED OR PIT UNDERGROUND DISPERSAL ABOVE GROUND DISPERSAL OTHER-DESCRIBE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATERPOND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ___ _ PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes _____ per inch in hole No. I Minutes ______ per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone ofRPE who made soil absorption tests: \1\-JI fet=P: . .. Au, Se:.\2-\llc:& W'\IC ?.0. '\)oj2gl.f~J C.t&NvJoo;\ fGS~ Co Ribot- . TE-L-. 41-0--01<6-os ~ Name, address and telephone ofRPE responsible for design of the system: 'SAclt-1>.<:-A6Q11E. 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 penni! is subject to such tenns 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 penni! 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 peljury as provided by law. -~ '1 ---~.~ I ·I · Signed iH~Zt ~h..~~ Date._--'g~·7'------"'5-J'---o_fo=---o. __ _ PLEASE DRA~ACCURATE MAP TO YOUR PROPERTY!! I I 3 Monday, September 29, 2008 3:22 PM Rll 7 · ~f~~l~f. P08oxl844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-:1796 September 29, 2008 Maley Building Corp. C/0 Dr. William and Sue Hutton POBox 4028 Basalt, CO 81621 Richard Petz 937-938-5548 Project No. 1215 Tn~tallation Observations for Onsite Wastewater System withAdvanteK'"' Units; Hutton Residence Lot 3, Roaring Fork Preserve Garfield CotUlty, Colorado Ben, ALL SERVICE septic, LLC performed installation observations during August and September of 2008 for the subject property. The installation included a 2000-gallon, two-compartment precast concrete septic umk, with an AX- 20 AdvantexTM Unit and a 50()-gallon concrete tank to dose the mounded drain Held. The tanks and the AdvantcxTM system were installed per plans. The sewage qjcetor system, directing sewage from the house to the septic tank, was installed per specifications, The mounded drain lield bed consisted of 3 mws with 14 chamber~ per row for a total of 42 chambers. A 1.5-ineh level maniti.))d was installed to distribute ellluent. The OWS was installed according to specifications. Tllis 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 observation was based on information submitted and our site visit. If conditions are different ftom conditions described in this letter. ALI. SliRVICE septic, LLC should be notillcd. All additional OWS cunstmction must be according to the county regulations. The installer should have doc\U11ented and demonstrated knowledge of the requirements and reb'lllations of the county in which they arc working. Sincerely, ALL SRRVJCR septic, LLC . ···-··--~ ;.--~:;·~ Timothy R. Petz. 3 copies Fax: Andy, Garfield County 970-384-3470 Fax: Dio, Client 970-927-1027 p.01 July 17, 2006 POBox2844 Glenwood Springs, CO 81602 Ph 970·618·5033 Fax 303·216·2796 Dr. William and Sue Hutton 5231 Farquhar Lane Dallas TX, 75209 Project No. 1215 Subsurface Investigation and Onsite Wastewater System Design with Advantex™ Lot 3, Roaring Fork Preserve Garfield County, Colorado Dr. Hutton, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Carbondale Colorado, in an area where OWS are necessary. Water will be provided by the local wate r service. According to the Homeowners Association By-laws the OWS must be sized based on a minimum of 4-bedrooms, and must incorporate a secondary treatment process. SITE CONDITIONS A single-family residence is proposed as indicated on Figure 1. There is a pond proposed to the north of the residence. The slope in the area of the proposed drain field is relatively flat, and vegetation consists of a full cover of native grasses and wildflowers. SUBSURFACE The subsurface was investigated by excavating an 8-foot test pit, and three percolation holes, in the area of the proposed drain field , as indicated on Figure I. The test pit indicated the site has a 6-inch root zone, underlain by sand with gravel and cobbles to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. A piezometer was installed. Percolation rates ranged from 8 to 10 minutes per inch (MPI). A 10 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 4-bedrooms and an average sewage load of 600 GPD. The installation must include a 2000-gallon, two-compartment, precast concrete septic tank, with an AX-20 Advantex™ Unit. Gravity discharge to the drain field is proposed. If gravity discharge cannot be achieved, and drain field depths maintained, our office should be contacte d. Tank alternatives may be considered. Subsurface Investigation and OWS Design Project No. 1215 7/17/06 Page2 Three gravelless 'Quick-4' trenches must be installed as indicated on plans. Each trench must have 14 chambers, for a total of 42 chambers and 415 square feet (SF) of infiltrative area. A concrete distribution box with a baffle must be installed. Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. ADVANTEXOPERATION AND INSTALLATION A qualified installer should install The Advantex ™ Unit. A two-year operation and maintenance contract should be provided by the installer. Additional construction notes are provided on construction figures attached. I. The control panel should be mounted in 'line-of-site' to tank and Advantex ™ unit. 2. A dedicated !SA service for control breaker (in OSI panel) is required. 3. F.L.A. is 6.0 for P-30 pump, and 8.0 for P-50 pump. 4. Conduit should be used for electrical lines. 5. Electrician must provide phone line, if applicable, and terminate in control panel. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. 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: Subsurfac e Inv es tigation and OWS Des ign Proje ct No. 1215 7/17/06 Page3 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 . AllOWS 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 SERVICE septic, LLC /~ Timothy R. Petz 3 copies SITE PLAN AND LOCATION OF PERCOLATION HOLE ~~,..., ....... ., - ® ~ ®® ~ ®® ® ® ® ® ' ®® ®®.® ~0 £ot .!1 !J.M..,.. +/- .25UIP ... It, +/- >IVoDON ~2 0 a P-3 .... ,.,.-,~·\PROFILE ---.· ........... ·. . . , ,...,P';i'>;~<"'• _;(~/.:,:~·{·-}-~. ·•,•. • PIT e i> • ~'<:~.· :~~*"'~-~~-'J..',t:,~~!~.;~;\~'l:::;~r.~~.~. WITH •..to i> • ,_.~ ~-:.,,!;;~-,;>, ...• ~... PIEZ~ •• LOT 3, ROARING FORK PRESERVE S ILVER SPRUCE DRIVE GARFIELD COUNTY, COLORADO -- INSTALLED ALL SERVICE SEPTIC, LLC 970-618-5033 ® PRO. No . 1215 FIGURE I ® ® /-- / ® <(-- ~ SCALE 1"=80' NORTH ® I LOCATION OF PROPOSED OW ITH ~ '<Y ~'0' ADVANTEX SECONDA ~REAT NT UNIT ® ~ ~ ® IF APPLICABLE: DRAIN FIELD TO WELL/ SETB~ LINED POND AND STREAM WITH RE-CIRCULATING PUMP SY ®® ~ ~\~~ \'~ ® ®® ® 415SFOF INFILTRATIVE AREA IN THREE GRAVELLE$$ TRENCHES. EACH TRENCH MUST HAVE ONE ROW OF 14 'QUICK-4' CHAMBERS FOR A TOTAL OF 4 2 CHAMBERS. @ a ~ t't\ 2-COMPAR ~frpRI:c.(st ---. ,0 \V • ......._DIST0 '"' ·• • BOX .r•: • • -------- ® ALL . ,?-<(\:::,:·: ~:· :•· '!''. :! ... ::• .. ~ -~·~: :.:~.~-:~-\::' LOT 3, ROAR IN G FORK PRESERVE SILVER SPR UC E DRI VE SERVICE SEPTIC, LLC GARFIELD COUNTY, COLO RADO 970-618-5033 • PROPOSED SINGLE FAMILY RESIDENCE PRO. No. 1215 FIG URE 2 ARRIVAL COURT .. {·~· . ·• ~. • •-re,.e r• • ''-<.- <f-- :~. :~{:\~ ::. .. t:.'.~ \_:;~ !A~? ·~ .. :-'· ~· ~ • :-f '. ~ e ®l :·~ ~ ~.(j • ........ -"::.~~-··. hi ~:0.. ~ ·F···· ••• ' DESIGN 4-BEDROOM RESIDENCE LOADING= q = 600 GALLONS PER DAY PERCOLATION RATE= I= 10 MINUTES PER INCH (MPI) CALCULATED AREA= (1.5 X q) x (sqrt 10) /5 = 570 SF PROPOSED AREA = 570 SF X 30% REDUCTION= 399 SF DRAIN FIELD CROSS SECTION-TYP. ~4"PVC OBERVATION PIPE LIMIT OF EXCAVATION GRAVELLESS CHAMBER (4'x 3') -6' MIN~ SCARIFY SURFACE PLAN VIEW-TYP. 1 .0' MIN J TRENCH SPECIFICATIONS WIDTH OF TRENCHES= 3 FEET= 1 CHAMBERS LENGTH OF TRENCHES= 56 FEET= 14 CHAMBERS TOTAL NUMBER OF 'QUICK-4' CHAMBERS= 42 TOTAL INFILTRATIVE AREA= 415 SF THREETOTALTRENCHES INFILTRATOR(R) QUICK4(TM) CUT SHEET I~ ~34"~~, { /~ jjJ I. 34" .. 1 GRAVELLESS CHAMBER 'QUICK-4' /CJ.,.o~_IL____l____l_l '_j:f_____L1 _!_I ___11_....~_1 __j_l _j_l __LI ___l___L_____~~"' OBSERVATION PIPE '1 (~Jo~~~~~~~~~~~ 6 FEET MIN ;10' ~ 'QUICK-4' E-No-D-P_LA_T-ES------- 56 '-----------~ LINES FROM DISTRIBUTION BOX PROJECT NO. 1215 FIGURE 3 E s Ill >. U) -.. c"' Cll " .5-g ca;:s e I-, "><-~ Cll " 1-<Zl Co ~N ~~ .o·.l::: ,/ :;,1o~s 'JO/rom f----------L---------11----------+----------1 ":)IJJ iz,SW~/siS DJUI'IJQ IOOtO'; 6U!PVJd S/UI'I/Od J"'jiQ 9f9'Z6f'fi f!ilO flf'6(1·'t dO j 9f:'081> '!; pur; t6fll [q'r; S/IJI'I/Od "S"fl NrGIJOr SIIIHJ i ~ § ~ • ri' c ~ E ~ ~ it t '" ci 6 ! " "' 3: -~ Q) > > 0. Q) ~ ~ 2 ~ ;; ~ E ~ ~ ~ i ~ ~ " ~ • " ' .!'l ~ ~0 f ti 3- ;; ·u~ E """"' ~ • GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form-TABLE 1 -PROJECT 1215 PROFILE PIT Date of Test: 7-13-06 Ho~ l~o 1 2 3 0-6" Root Zone, Sandy 6"-8' Sand with Gravel and Cobbles, Dense, Moist, Red/Brown Alluvial Material No Groundwater or Bedrock was Encountered Ho~ Interval Measurement at Measurement at Change (in.) Depth (in.) (min) Start of Interval End of Interval (in.) (in.) 38 10 4.00 6.00 2.00 10 6.00 8.00 2.00 fill 10 3.00 4.75 1.75 10 4.75 6.00 1.25 10 6.00 7.00 1.00 10 7.00 8.00 1.00 33 10 2.50 4.00 1.50 10 4.00 5.25 1.25 10 5.25 6.50 1.25 10 6.50 7.75 1.25 10 7.75 9.00 1.25 fill 10 4.00 5.25 1.25 30 10 2.00 4.00 2.00 10 4.00 5.25 1.25 10 5.25 7.00 1.75 fill 10 4.00 5.50 1.50 10 5.50 7.00 1.50 10 7.00 8.00 1.00 AVERAGE= 9 MPI Percolation Rate ( . / ' f ~nl mlll.ln.J vr1 10 8 10 :3 ( cr I o 1.. (~1/-'YJUi~ t <, '1~"- (· (1 tY : 1t 5'o . e:,"\) GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit !} 1 p 108 Eighth Street, Suite 201 ;}Assessor's Parcel No. Glenwood Springs, Coloradof 81601 3Q .? >.. J b ?., -11 -f:O;) Phone (970) 945-8212 =-._j :;;;;; 1 .J INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY If J-1... f'. · (. (; /;) l {. 0 1,. 1 .. UrdhJ, '0 · '-, Owner 's Name {1l,f ll u n I){. tJJ d I QV\'1 Present Address ....) J r-o.. ~ L{ VIO. ( 1-V" . Phone J. ( '-( ,.... 3 So --) (, IS I ()0 ( <..( <) 1,) VE' { '_)(V \ACe_ lf ( rf oJf. Y /i,J-3 System Locati on Legal Description of Assessor 's Parcel No. Lo -·r-j r\ col I v~:_) fb f {~ fr (? S{> I[(/ e_ -";0 .4--.u. ~..ee ~~ /J.fo.J-~ v-7 • #-(!<'?V} c-tl' ~ u, ~c ~ Jj--0;~ SYSTEM DESIGN _____ Other '} ,.,t-'" ./ / b~( _}u-4y /? ./.. c;o6 Number of Bedrooms (or other) (L _____ Septic Tank Capacity (gallon) -----Percolat io n Rate (minutes/in c h) Required Abs orption Area -See Attach ed Special Setback Requirements : Date ____________ Inspector -------------------------- Septic Tan k Capacity ___________ ....,.t...!.__..:::.~c=:lo~=~K+----,~~~~..!,_-L..==--.Y:._L.~=-='-~---"·c....:...._ .'2 9. ~cog I Septic Tank Manufacturer or Trade Name Abs orption Ar ea ------------------------------------- Abs o rpti o n Area Type and/or Manufa cturer or Tr ade Name ------------------------ Ad equate compl iance with County and State reg ulat ions/requirements Other ________________________________________ _ Dat e ____________ lnspector -------------------------- RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS : 1. All installation must comply with all requ irements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25 , Arti c le 10 C.R.S . 1973 , Revised 1984 . 2. Th is permit is valid only for connection t o structures which have fully complied with County zoning and building requirements. Con- nec tio n to o r 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 l ega l action and revocation of the permit. 3. Any person who constructs, alters , or installs an individual sewage disposal system in a manner which invol ves a knowing and material variation from the terms or specifications co ntain ed in the application of permit commits a Class I, Petty Offense ($500.00 fine-6 months in jail or both). White-APPLICANT Yellow-DEPARTMENT Hll RECEIVED POBox2844 Glenwood Springs, CO 81602 OCT 0 6 2008 ~(~~l~f Ph 970-618-5033 Fax303-216-2796 GARF IELD CVUNTY September 29, 2008 BUILDIN G & PLA NNIN G Maley Building Corp., C/0 Dr. William and Sue Hutton PO Box 4028 Basalt, CO 81621 ~p -10 3 4 3 Project No . 1215 Installation Observations for Onsite Wastewater System with Advantex™ Units; Hutton Residence Lot 3, Roaring Fork Preserve Garfield County, Colorado Maley Building Corp., ALL SERVICE septic, LLC performed installation observations on October 24th 2007 and September 3rd 2008 for the subject property . The sewage ejector system, directing sewage from the house to the septic tank, was installed per specifications. The OWS installation included a 2000-gallon, two-compartment precast concrete septic tank, with an AX-20 Advantex™ Unit and a 500-gallon concrete tank to dose the mounded drain field . The tanks and the Advantex™ system were installed per plans. The mounded drain field bed consisted of 3 rows of chambers with 14 chambers per row for a total of 42 chambers. A 1.5-inch level manifold and 1.5-inch perforated laterals were installed to distribute effluent 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 observation was based on information submitted and our site visit. 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. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies Fax: Andy, Garfield County 970-384-3470 Fax: Dio, Client 970-927-1027 10/06/2008 08 :44 7193953727 VALLEY PRECAST_ PAGE 01 ~ ;#:: /0 313 FAX Comments: VALLEY PRECAST, INC 28105 CR 3 17 PO Box 925 Buena Vista, CO 8121 1 Fa x: 719-395-3727 Phone: 719-395 -6764 Em ail: fr o ntdesk@vo ll eypre c as t .com Web: h ttp;f /valleyprecmt.com /3 Date: b OcT 0 cc: -~~" tJ.e. 1fr,vy '6.2. corrld.or-; T~ese_ arc -rA£ OC¥ P7 7 4'3/l!!,~-""'e.(l+ <f 5fer r -t-vf IT;;l:>g~"-t; 0~"~ cA~ 1-A/e.. 5.-t r>d 1'h e1.'(, f'o..- YO{/ fAc. :ry.s.f~rV! r6 0'!>·,,.-~fbN:t,/ ....J-,.-vnn/r15. P/~se_ CCI.(/ r 7 v ______ 7_ ~-/~~~q~n~A_s~.~·---------------- Water & Wa stewater- Products Treatment Systems Service & Maintenance ProQrams RECEIVED OCT 0 6 2008 GARF IELD COUNTY BU ILDING & PLANN ING 10/05/2008 08:44 7193953727 VALLEY PRECAST_ PAGE 02 Valley Precast (719) 195·6764 ADVANTEX OPERATION AND MAINTENANCE AGREEMENT Street Address /4 3-"LV~ SpgocE tR. (gget'tDtt<e,..(]. ~(6c~ Legal Address Lof 3 {/(gc,,.;~ r;:crK Pret;,e,-1/f.- VPllnc. will perfmm operation and maintenance services for the Onsite Wastewater System serving the subject site as outlined below: Control Panel, Pumps and Alarms: During each visit, all electrical components shall be tested for proper function. Correct control settings will be verified. Operations data from panel will be recorded. Processing Tank: Dming each visit, the scum and sludge layers in the processing tank (septic tank) will be measured. A recommendation for pumping will be made when the scum thickness exceeds four inches, or the sludge thi~kness exceeds. 21! inches. Pumping System: During each visit all pumps shall be observed to verify proper performance. The pumps will be operated manually. The Biotube screen will be removed and cleaned. Recirculating Filter: The filter will be observed for signs of excess organic build-up or improper performance. Tbe media will be cleaned as necessary. The system will be observed to verify proper distribution across the media and distribution laterals will be flushed. Drain Field: The surface area around the drain field will be observed for sigJlS offailure such as lush vegetation growth or effluent ponding. Liquid levels within the field will be observed through the observation pipe and levels recorded. Items that are not included in this contract include: 1. Corrective and/or repair majntenance if necessary 1 other than covered under warranty. 2. Effluent sampling and analysis if applicable. 3. The cost of tank pumping. Alarms: VPI will respond to alarm conditions at no cost during the agreement period. Service Calls: Service calls will be billed at a rate of$70.00 per hour and $4~.00 per hour for travel time. A visit to the site other than the routine vis. its provided by this agreement or a system watnnty issue will be deemed a service call. Examples would include (but are not limited to) damage caused by acts of vandalism, failure of tank or failure of another party's work, i.e. electrician, plumber, excavator, etc. The goal ofVPl is to observe the operation and perform maintenance for the Onsite Wastewater System to allow for proper long-term function ofthe system and compliance with the conditions of the installation permit and t'ecommcndations of the manufacturer. VPI will perform O&M services as outlined for $26:5 per visit with two visits per year ($:530 per year). Payment in full for the first ( 3) years is required prior to initiation of the agreement. This agreement period will be for the ( 3 )-year period subsequent to placing the system into operation. Date / 2Jt./ ·'?CI; ·/0 Telephone Number _q_ /;_L....J.7~oie-{. 10/06/2008 08:44 7193953727 VALLEY PRECAST_ PAGE 03 127410 -... . ...... .. . .... . •• • ••• I Ill -! -' -I I Ill 1111 I I II I I ••• -~ -Ill ••• • • •••• •• • • [@van'1'8x~ Field Maintenance Report Start-Up Summary Report Valley Precast Inc. (719)395-6764 Property Own~rrracklng H Opof"~J ff .\=eo~ tnstAltod Date Bill Hutton 10/18/2007 Sito AQd~$~ Sto:.rt·Up Date 14 Silver Spn.1ce-Carbondale, Colorado 81623 09/17/2008 PhOilll! Numb11r OccuplilrlcY OAt'! (214) 766-1080 1 P~m~ 3 U -, 1Mod• Mode 36 I ~dtOOM$ I 0Gt:upanb; Dii-$igner/Engtneet Phon a All Service Septic, LLC b· (303) 908-7823 AdV1mT~JC o,aler Phone SCGEnterprises, Inc. (303) 697-9404 Primary Tre"tment If u$ing a~ Processing Tank, c:omplete the ronowlng: ~ Processing T.a,nk SeptloVolume( /3 40gal.) R«iceVolume( 66 cJ gel.) Construction ~onorete 0 FibergiB.J;Ia 0 Other Maovfactu.-.c.~st_jl~o,l!!nc.J~~----"(.,;,: . .ob~<:r:t-ts,_f!..__:=Q..:__ __ If uaing a~ Set:~tie Tank and Redrc Tank, i;:Or'IIPIQ\0 the following: 0 Septle Tank ( gal.) Construction Oc~:mcrete 0 Fiberglass 0 Other Manufacturer: 0 Reciro Tank ( gal.} Construction Oconorete 0 Fiberglass 00the' Manufacturer: 0 Pump Modol' ff '$ 00'5 \; J 0 Float .. t:t prnponyot . /'~-•in. I 7 ·In, 'f (j Socondary Treatment 0 RSv oe«ing: d-. Y ·ln. 0 Resldoal head measu10ment, ·ln. Pod #1 -ln. Pod #2 -ln. Pod #3 ~in. 0 Discharge Tani</Basin 1 ""' Cl gal.) Construction 00' Cone rote 0 Fiberglass 0 PVC (Basin) ManulaC1ur<m Vo./~11' }>r((G $ t 0 PumpModol' P£ 3 0 S"' I J 0 Flo~ts set properly at 18 ·ln. I b 0 Discharge pump flow rate (drawdown te!l.t): ( -in. ;).. b ·ln. ) cl gpm) 0 Di:sehwge pump dose volume: ( gal.ldoso) Authorlz~d Jnatall~r Phone Valley Precast (719) 395-6764 E.tectrlo\an PhOflt Control Panel I PaneiiD (ATU orUL #) T'On" Time' Setting RTU113014 0.3 I "Off" Time' Setting 19.7 Filter Pods I Pod #1 Serial No. 210980 I Pod #2 Serial No. I Pod H3 Serial No. Other System Components 0 Di$il1fection equipment (manufacturer}: 0 Dispersal sy:stem (type of): De\2jrallons (Initial) ' Orenco's StartAUp Proe~dvra wae foUowed. 0 All lids arv :secured. ~ Circuit breskere are on ;~.nd control p;tnel is latched. )(J "For Service Call'' label with phone# was affixed to panel. ~-Homoowno' Pookage was 'i7d ic' ~ 1€7 auUder on (date) 9 /7 0 [J Resident on (date) The system I$ ready for ute ?es 0 No (explain) Comments __________________________ ~------------------------------------------------ ................. -----------Data ·--.;;z .2_ ompleted form to 1•866-384·7404