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Home My WebLink AboutApplication - PermitGarfield County Building & Sanitation Department 108 at'' Street, Suite #401 Glellwood Spri1lgs, Co. 81601 Office-945-8212 Inspection Line-384-5003 JobAddress C>t51-J:[et. f,U£1} @~ ttFl~ I NO. 10405 Nature of Work Building Permit~~ f.t -atJ-ro-:540 . "'ft ~ alf>.QQtnqc.._ I ~ Use of Building 5/ f oJtuehl~ C!:!Yl UF\.fl·bcm'nenb lftettCIU Cf.CU.Jf SfOletu pctllQS~ Owner U lf\W') Contractor OUJY'let Amount of Permit $ 3J \o ·Oq 'SffllG so - - ~tf8·0Cf Date 4-JJ-Q + Clerk jlcqtOfl> "" . lc·'I5 !';: ,_.Ml ,. m-.. ·~)':' .,. ':~ " .... 1:'P w•1:1 Jr wonK em ;ONSTil(J;;·no:">l .:\l:rl·lOt~.z~:~• !::--f. 1 1: '!l'\~~lE:;..cr·::~ '.~r:r·ti·, ~f~IJ UA\rS. 0~. IF' C<;~;;;H;IIC; ;r; r,' ~ v.'O!·i\ IS :~lJ'iPE. '\DC:O OR ,\!J.'l'WO!l!W FOf, A PI:f·!lO!' ('!' If r. ~~"-· ~ AT .'-..v:· ·;·1.~;1~ f'Fj ;R Wt I!<K 15 CO:.r. ~U;:VCED J HE7U:t:Y CSi\~.1F't' T:to.1·1 !i:\"\E T~'.IJ iuH"l rJ:..\Milli:D THIS N'J'U.'A'n,-;.•;;,r;JJKJ.')WTHSS:\~II:TOU£nmcA."mcnnHECT.t.LL 1 OCC Group: -r/1, II Const. Type: I'RO\'J~iiG:O.S UF l..:\\•~ i"o::i\;"ERN!NG ·nus T\'!-'E. OF \'.'OH!i WILL BE ...rrv'- COMI'Li:::TE:l \'.r;nti~l \\"dEUtEi' SP~Cltlf.D HEHF.I!I: Oil NOT. THE ;..! _Z_o_n_l_n_rr_: ________ __,_l ""'s-e""'t7b-a-c""'·k_s_: ____ _ 1 GHA~;T!M, :)i' ,~, !'LT:Mrr nm:s :~ur PREsmtc TO mvc AUTHORITY . "' 1 I. T" vm:..;:n; OP. r_:,\N :el. 'iliE l'f\OVISIONS or l\":-."1' omEn STArE OR I I • LOCAL t.w · :;;:;n;LiiTIXG CU!I:~;·mucn(•:'-1 LIR 1HE i'EHR:l!iMWCE 1 ~FC ''":':l.:;lt:"!!O.\~ I ~--~-_· __ -:L::_?-'?--~? ,_,! M,...,.a_n_u __ -=H~o-m_e_:----'-:-: s;Gr;~.!~r?~(/"\'~>-;r.;< IJ.\TE , 1_~1lh3_~\_~_-:_Q_~~J1~11 2..?'dl. ~ !:11. l I . . P'..NG. t.JE:FT. '":f Lr r __ N. ____ ~f:~!i: ----···-·-----~ROVAL/D..'\'l]f ___ .;. __ ~----------.:_~~r*"7'lr:l'1'71..-;rl7fiL-ct:;;:'-/J"=.i'Z:W\ AGREJ-:ME!I.'T I'EIU\113Slfl~i :s HEH' H'i C i~A!':rJ D '!\• ::11; N'I'Ll C;,\.'IT AS 0\'.'NCH. CO~'RACTOR /\11:0/0R THE AGf.II.'T OF THE COI'o'THA . "OR OR OWNER TO COI"S";-;ncr Till: ~;;-r.:t:c 11if<!: ,>.~ Lf~"o\I L!·:L ON r L\.~ :. A'I.!J SI'ECJFICA'l'JO:-.JS SUBMJTI;;:D TO t\!<0 RE\'lEWED BY nn; BUILOJ!I:C. IJEP1\RTMENT IN CCW~I!JF.f<..\TiO.'I .'FTflf: I~SSI ,\!\"C C or f!TJ S ?F.:R.\1IT. THE SIGNE?.. IIEREm· AG!;£ES 10 COMPLY WITH ALL BUILDING CODES AND 1..\::\,o tTSE Rl·:taliX!lotJS ·~.1!1V.'E:J ll\" (,•..!·.!1i !.') COF!:n· PURSUANT TO AtnHORfli' GiVE::>~ LK 30.28 201 CHS AS AME.'I;DCD . TIU: :>:Gt<ER FUitn:£'R f,GRJ:L~ n-IAT l."'IHE .o\R.I' i: S,\.Jl ~1t ~l:·i~::~'\('Ec; !_:~-, NC1 " ?:.:l ,!..Y CO~ti'ILED \\'!Tlj II\' TilE LCOATIOK ERECTION. CONSfRlJC"nON, A:\D USE OF TilE ABOVE J"I.~S(:im>:;t> ~ fi ~' J< f <!P.C TJ E" 1'.•; .r.:r·· ~-1.:\Y liE HEVOl\ED BY NOTICE FROM 11-!E CO liNn' AND THAT THEN A. 'liD TiiERE IT SHALL !3t::cr,~ !E Nl LI. AI'W VO!D. 1i-!i·; ;.':S!J H ,_E ':r '• l'!'r~V.: l.Jl'.~:!i:• lii'Wli'Lr\~;s. SP!:CIF!CATIO:'\S AI'\D OTIICR DATA Sti'\LL NOT !'RE\'I:NT Tr-IE BUJLDU\G OFF:C!J\1 n<ml':l!!:ll~;\!·";EI~ I t.:.~~L'IIU'ZG THE rnmmc r!O:i OF r:r.nOI:S IN SAID FJ.AN<;. SPECIFICATIONS A.."W OTHEI~ Dr\T,\ OR FI\OM PRE\'EtmNG !3U!LIJTNG t li'F:IUITf(JJI: FlT::J;>;G C:AHRIED o:, TIIJ;REUNDCR w:·IEN IN \'IOI.ATION OF TIIS CODE OR M'1' OTHER ORDINANCE OR REGUI..:\110!1: ur 1iiiSJlJRIS[)JC11G:>.. TIE r.r.1'IEW Of' ,;t,AM!TfED PLANS AND SPECIJ-ICATIONSA.."m fi\'SI'!:C110:-IS (:ONI>UCTCD THEREAr"TER DOES 1\0T rxn>sm·..m: II.\: AC-C-EI'TA.'\:C E Of-N.~~-;~:-;u:;~,S!r.Ln ;-,;s OR LIABLITIES BY Gi\RF1El.D C OUNn. FOR £Wmr!~ •. OMISS;ONS OR OISCREPENCIES. TI-l!:. H!:SP0 !\';1 BILrn· FtW THESE m:.·,:~ ,1!tl• .r''J LEM !:!\'T,\1101\ UUIUNG C ONSTRtK.'TIO~< JU:!:."TS Sl t:C!FlCI:.t.:.Y J.'IIH TilE ARTICTECT. DESIG!\ER. EUIIJ>::'S .t.Jo:D U,VNER. C0~1MEi'."t~. :\~f. i';n;r.;uc!l fO BE CON . .,EI<V ,\~V,:; ."u~D IN SUPPOHT OJ-nu: '1\\'NF.RS !.NTE~ST. ~-~ l i!<::.R::' \" 1\ul(~ 1 oWL: DC,. 'IliA-I '~W '"' HJ"_.t,.[)AND t-m ;.;,s::-\I,;D r ;·r:; i\{lRf:FME'\1' ABOVE I INm~ -=--I bc),L'* ~q lt3 ~~~~)$ f3SJ.Io ldq Pf~J t> l.tll-D1-. J;s~q.~ ( .. l . • • j, The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof. a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to alliBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances. i.e. weather, but a Certificate of Occupancy will not be issued until all the n:quirc:~ items are completed and a final inspection made; ~, 8. A final ir.spection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies whe re appl icable. 9. If you will ne connt.!cting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior t o issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupaff!«se and the issuance of a Certificate of Occupancy for the dwelling under building permit# 05 Signature Date B papplicationoctober2006 VALUATION/FEE DETERMINATION Applicant w Is _~ Subdivision -JA-~~ .... r:./1 u Address __ ~.......,..~__,;,;:±:fr:fl:~'"""""""-ih)~.:.-.:4 t2t=-~l Lot/Block 5 Date 3-1' ~a '1 Contractor s G 1 P' Finished (Livable Area): Main 2 2-ou X 7 '-I . t. g -J .b y 1 2 1 /, .~ Upper Lower Other Basement: Total Square Feet Valuation Unfinished ) b "'\ 0 .t '-\ I = b 1 1 2. ._I o "" Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Gara!!e : Valuation 511 )\ 1 6" :::-I OJ '7 ~ 2-o CJ Crawl Space: Valuation S 1 ~ )( 'f ;::. Decks/Patios: Covered :2 L. i ;( 1 '-{ - Valuation Open . S" ~.-1 ~ J( 1 2.. _ Valuation Total Valuation L 33~ b 5"-1 (J 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 the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. O ther plans that are in line for review may be given attention before the new information may be revi ewed 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 provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested 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. Plans must include a floor plan, a concrete footing and foundat ion plan, elevations aU sides 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 sruds 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 36 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 rerurned. All plans submitted must be incompliance with the 2003 IRC. 1. 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: 1 06.2) 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 strucrure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building env~lope as it is shown on the final plat with the proposed structure located within the ¢elope. Yes 1/ _....,._ __ 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 ~ly. Yes. _ _.!L_~-- 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 adjacentpPerties), streams or water courses? Yes. ___ _ 4 . Does the site plan indicate the location and direction of the County or private road accessing the property? 2 5. 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 Depamnent stating one is not necessary? You can contact the Road & Bridge Department jttJl25-860 I. Yes Y ·------ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing SSV!9' in accordance with the IRC or per stamped engineered design? Yes 1/ ----'C..-- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and _thjX}earances required between wood and earth? Yes 1/ ----.:~--- 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and. sofji.ts? Yes V --=---- 9. 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. w.in~ l ~s? Yes {/__ I 0. Does the plan include a bu ilding section drawing indicat ing foundation, wall, floor. and roof construction?L Yes ---""---- 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof ra~r joists or trusses? Yes v--------- 12. Does the building section drawing or other detail include the method of positive connection ~:11 colu~ams? 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbe~dra e to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat . (Building height measurement usually not to exceed 25 feet) Yes ------ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 13. & £: make and mo?dd~e d Colorado Phase II cenifications or phase II EPA cenification? Yes !/' No --~~---Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? / Yes No __ ~~~------ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping ~s and/or basements comply with the requirements of the IRC? Yes No ------- Does the plan include a window schedule or other verification that windows provide natural light and ven~on for all habitable rooms? Yes No ------- 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 safejY glazing for these areas? Yes Y No __________ _ Is the locati~n of li natural and liquid petroleum gas furnaces, boilers and water heaters indicated on plan? Yes No ------- 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/orcovennaa~n . Yes 1/ No ------- Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Depanment prior to any action by the HOA that requires either revocation or substantiaall ~ ification of the plans. Yes 1/' No -------- Will this be ~nly residential structure on the parcel? Yes lL_ No Ifno-Explain: ______ _ Have two (2J,Complete sets of construction drawings been submitted with the application? Yes t/ ----- 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. Ion~?_,.., Yes P' No ________ __ 25. Have you designed or had this plan designed while considering building a?d other constructioi!.,.C0de requirements? Yes ~ No __________ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your propenies ~o~district? Yes ~ No ______ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection 9YYJ.IR e Garfield County Building Department? Yes /,/" No ----------- 28. Do you understand that approval for design and/or construction changes are required prior to the applicatiet(ofthese changes? Yes V No ----------- 29 . Do you understand that the Building Department will collect a "Plan Re view" 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 permjfr Yes ~ No __________ _ 30. 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 from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in ~4-5003. Yes ~--No. __________ __ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a ss.JY.'6o re-inspection fee? Yes V No ----------- 32. Are you aware that you are required to call for all inspections required under the IRC including~ppr val on a final inspection prior to receiving a Cenificate of Occupan cy and occupanc the building? Yes No ____________ _ 5 33. 34. 35. 36. 37. 38. 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 with the IRC~v Yes P' No ______ _ 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 perfonning the work? The license number of the person perfonning the work will be required at time ofap ·cable inspection. Yes No ______ _ 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 pennit on prior to submittal of a building permit)Pplication? Your attention in this is appreciated. Yes ~ No _______ _ Do you know that the local firep:may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a bui I ding permit that you will be required to obtain a grading pennit? / Yes / ---- Are you aware that if you will be connecting to a public water and/or sewer system. that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of )1 Cettificate of Occupancy? Yes _ __.://=---- I hereby acknowledge that I have read, understand and answered these questions to the bestof~b~ility. ~ ~ ,;z-6-IC;);z SiillO~ Date Phone: 1j.2~-7~9J (days); ?7 6-0~3c:;. (evenings) Project Name: fk/r' .,e./.[-<e -t e?....-t ;~"" / Project Address: 7 -1x?e r =l.( ~ -(m_ j 7 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 ha.s been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, lMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the rooO: 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. Seismic design category: B 75PSF 8001 to 9000ft. IOOPSF 9001 to IOOOOft. Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. i I i ' ! i ' I I i e'·l ~~ .t.! ~~~~ ---------p~~~~ '=-, ' e <~-'7 ~ ! i ; I i ! l l I I ! PLAN REVIEW CHECKLIST Applicant tJ 1 & / S e.J ' Building ~ngineered Foundation ----JL'Driveway Permit ~rveyed Site Plan -~ ~eptic Permit and Setbacks .L Gradeffopography 30% ~ttach Residential Plan Review List _C/ __ M Minimum Application Questionnaire /Subdivision Plat Notes ~Fire Department Review t/val uation Determination/Fees d Red Line Plans/Stamps/Sticker -LAttach Conditions /Application Signed ~Plan Reviewer To Sign Application V Parcel/Schedule No. ~40# Snowload Letter-Manf. Hms. ~Soils Report GENERAL NOTES: Date. __ l-=-----_;_\ ~.1--....::0~1+--- Planning/Zoning __ Property Lin;'cks __ 30ft Stream Setbacks Flood Plain =Buildi (Height __ Subdivision Plat Notes ' ~btech HEPWORTH-PAWLAK GEOTECHNICAL January 31, 2007 Doug and Bonnie Nielsen 504 North Golden Drive Silt, Colorado 81652 Hcpwonh-P.1wlak Gcnrcdmk.tl, lnL. 5010 County Rn.td 154 GlcnwooJ Spring.~. Color.tJo R 1<10 I Phone: 970-945-7988 F.tx: 970·945-IHH email: hpgco@hp::cotco..h.o..om Job No. 107 0033 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Tract 3, Tamburello North, County Road 210, Garfield County, Colorado Dear Mr. and Mrs. Nielsen: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated January 17, 2007. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story, wood frame structure over a walkout basement located in the area of the exploratory pits shown on Figure l . Ground floors are proposed to be slab-on-grade. Cut depths are expected to range between about 3 to 6 feet. Foundation loadings are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located west and downhill of the proposed residence. If building 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 and is located at the top of a small, steeply sided mesa north of County Road 21 0. A rough graded road accesses the site from the west. The ground surface in the proposed building area is relatively flat with a gentle slope down to the northwest. Vegetation consists of scattered grass and sage brush with some pinon trees. Wasatch Formation bedrock is visible along the steep sides of the mesa below the north and east sides of the proposed building area. Subsurfa~e Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsurface profile, below about ~ foot of topsoil, typically consists of weathered s iltstone/sandstone interbedded with claystone layers overlying hard to cemented siltstone/sandstone bedrock (Wasatch Formation) down to the maximum explored depth of 5 feet in the profile pit. Digging in the bedrock was difficult due to the hardness of the rock and cemented sandstone layers, and practical digging Parker 101~841~7119 • Colorado Springs 719~633~5562 • Silverthorne 970~468~1989 -2- refusal was encountered in the deposit after only a few feet of penetration. Results of swell-consolidation testing performed on relatively undisturbed samples of the upper weathered bedrock are presented on Figure 3 and typically indicate low to moderate compressibility under existing low moisture conditions and light loading. The sample of weathered claystone showed a low expansion potential when wetted. No free water was observed in the pits at the time of excavation and the bedrock was slightly moist. Foundation Recommendations: Considering the subsurface conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed bedrock materials designed for an allowable bearing pressure of2,500 psffor support of the proposed residence. The claystone portion of the weathered bedrock can possess an expansion potential after wetting and result in some post-construction building movement. The heave potential of the bearing materials should be further evaluated at the time of construction. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Topsoil, expansive claystone, and loose/disturbed bedrock fragments encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to competent bedrock. 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. Excavation at the site will be difficult due to the hardness of the bedrock and cemented sandstone layers, and specialty techniques such as chipping, splitting or blasting may be needed. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 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 50 pcf for well-broken bedrock fragments or imported granular soil as backfill. Floor Slabs: The natural bedrock encountered below the topsoil is suitable to support lightly loaded slab-on-grade construction. There is a risk of slab distress where the subgrade consists of weathered claystone, especially if the subgrade is subjected to moisture change. The heave potential of the subgrade should be further evaluated at the time of construction. The expansive subgrade materials may need to be removed and replaced with imported granular soil. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns 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 beneath basement level slabs to facilitate drainage. 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 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of well-broken bedrock fragments devoid of oversized rock or imported granular soil such as road base. Job No. 107 0033 -3- Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area and where bedrock is shallow that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum l% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least l Y:z feet deep. 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. 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. Free-draining wall backfill should be capped with about 2 feet of finer graded soils to reduce surface water infiltration. 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 of2Y:z inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfilL Percolation Testing: Percolation tests were conducted on January 18, 2007 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and four percolation holes were excavated at the locations shown on Figure 1. The test holes (nominall2 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and soaked with water one day prior to testing. The materials exposed in the percolation holes are similar to those exposed in the profile pit shown on Figure 2 and consisted of 4 feet of weathered siltstone/sandstone overlying hard siltstone/sandstone bedrock. Rigid foam insulation was used to cover the percolation test holes and prevent freezing overnight. Temperatures measured in the percolation test holes ranged between 34 and 35 degrees Fahrenheit. The percolation test results are presented in Table 2. Percolation test results indicated infiltration rates between 20 and 120 minutes per inch. A civil engineer should design the infiltration septic disposa] system. Job No. 107 0033 -4- 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 expressed 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 I, 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 (MOB C) 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 perfonned. 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 verify 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, Trevor L. Knell, P Reviewed by: ~'7,. Steven L. Pawlak, P .E. TLK/ksw attachments Figure 1 -Location of Exploratory Pits and Percolation Test Holes Figure 2 -Logs of Exploratory Pits Figure 3 -Swell-Consolidation Test Results cc: Kurtz & Associates -Attn: Brian Kurtz Job No. I 07 0033 -· N W~E y s ,--------------r----------------- ------------------- TRACT2 __.. ,.,-_.,-------1 --.. --I I P-4A I I ~ ~T11 PROFILE 1 I P~ PIT • : P-2 b. • PROPOSED : I .6. BUILDING l I P-1 AREA I I I I I I PIT 2 •1 I ) I ,.,. I ,.,. I ,.,. I ,. / --I ,. / ---I ,. / I ,. / ---------I ,. v/ TRACT3 ------------'--------------- 107 0033 ~ HEPWORT H•PAWLAK GEOT ECHNICAL LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES FIGURE 1 PIT1 PIT2 PROFILE PIT ELEV.=100.0' ELEV.=104.41 ELEV.=102.91 0 0 wc-s.o tu WC=4.6 00ca125 00=131 ~ I 5 5 ~ w 0 10 LEGEND: 10 ~ TOPSOIL; silty clay, root zone, frozen, brown. 1;11 WEATHERED SILTSTONE/SANDSTONE; interbedded with claystone, slightly moist, olive brown. SILTSTONE/SANDSTONE; very hard to cemented, slightly moist, olive brown to light brown, Wasatch Formation. ~ 2" Diameter hand driven liner sample. T Practical digging refusal in hard sandstone bedrock. NOTES: 1. Exploratory pits were excavated on January 17, 2007 with a Hitachi EX60 backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were measured by instrument level and refer to the ground surface at Pit 1 as elevation of 100.01 , assumed. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The Jines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Auctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DO = Dry Density ( pet ) lii w LL I ~ w 0 107 0033 ~ech LOGS OF EXPLORATORY PITS FIGURE 2 HEPWORTH•PAWLAK GEOTECHNICAL -~- '' Moisture Content = 4.6 percent Dry Density = 131 pcf I Sample of: Weathered Claystone/Siltstone I From: Pit 2 at 2 1/2 Feet -I '#. -1 I z ! I I I l 0 I en z I I I l I I I I <( 0 0.. ' I I I LLL ~t:~~l I ~ I I I • I z 1 j'C 0 ~~ '$ I I en (/) I(( w a: 2 0.. "r--1'. l:xpansion ~ 0 upon (.) wetting I I I 0.1 1.0 ' 10 100 APPUEDPRESSURE(~) Moisture Content = 5.0 percent Dry Density = 125 pet Sample of: Weathered Siltstone From: Profile Pit at 2 Feet 0 I r--~ J I I I I -r-I I 1 I I~ -~ ( v '#. I -z 2 ....... 0 I \l ...... r--.t.... l, No movement (jj (/) I upon wetting w a: 3 0.. \ ~ 0 " (.) 4 I ~~ 5 0.1 1.0 10 100 APPUED PRESSURE ( ksf) 107 0033 ~tech SWELL-CONSOLIDATION TEST RESULTS FIGURE 3 HEPWORTH•PAWLAK GEOTECHNICAL HOLE NO. P-1 P-2 P-3 HEPWORTH-PAWLAK GEOTECHNICALt INC. HOLE DEPTH (INCHES) 26 30 25 TABLE 1 PERCOLATION TEST RESULTS PAGE 1 of2 LENGTH OF WATER WATER INTERVAL DEPTH AT DEPTH AT (MIN) START OF END OF INTERVAL INTERVAL (INCHES) (INCHES) 15 8 7% 1% 7% 7'% 7Y• 7% 7 7 6 118 6 118 6% 6% 6518 6 5/8 6% 15 9Y:r 8 :l,4 8 3_4 8 8 7% 7% 6"/:r 6'% 6 6 5% 5% 5 5 4% 15 8% 7% 7'% 7 7 6% 6% 6 6 5% 5 Sf. 5318 53/8 5 5 5 5/8 DROPIN WATER LEVEL (INCHES) y. % y. y. 1/8 1/8 1/8 1/8 :lf. :1,4 3f. % % "':r Y:r "':r 1 "':r Y:r % % 3/8 318 3/8 JOB NO. 107 0033 AVERAGE PERCOLATION RATE (MIN ./INCH) 120 30 40 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on January 17t 2007. Percolation tests were conducted on January 1St 2007. The average percolation rates were based on the last three readings of each test. HOLE NO. P-4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. HOLE DEPTH (INCHES) 25 TABLE 1 PERCOLATION TEST RESULTS PAGE 2 of2 LENGTH OF WATER WATER INTERVAL DEPTH AT DEPTH AT (MIN) START OF END OF INTERVAL INTERVAL (INCHES) (INCHES) 15 12 10 10 8'% 8% 6 3h 63~ 5% 53~ 5 5 4'% 4% 3~ DROPIN WATER LEVEL (INCHES) 2 1 3h 1% 1 3~ 3~ ~ JOB NO. 107 0033 AVERAGE PERCOLATION RATE (MIN./INCH) 20 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on January 17, 2007. Percolation tests were conducted on January 18, 2007. The average percolation rates were based on the last three readings of each test. COUNTY.OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Joblocatedat 07!;)-7 ~~ ~ Permit No. /o ~ s- I have this day inspected this structure and these ,) _ J ~tem~s and found the follo:J corrections needed: I;~ .d;:vU ~ y; 6 ,,~ ~rl ~t::f nt ~L 2) aM .1 ~~ trn~ ~~~~ 3)~~ You are hereby notified that the above correction must be inspected before covering. When correctlon{s) have been made, call for inspection at 970-384·5003. Date 1'-fi 20 D7 Building Inspector ~~-___...;., _ __,.'~--, Phone(970)945-8212 COUNTY OF GARFIELD • BUILDING DEPARTMENT CORRECTION1 NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945-8212 Permit No. /D~D.s;- I have this day inspected this structure and these premises and found the following corrections needed: J~o&J..~ . :;.) ~ tw-J ~ ~ ~ ~ _:\OA-~ .;:>~ ~ ~~ "f)~~ ,;.. ,_.;~ wA ~ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /'J-. • /1 ~ Building Inspector l)£d:;f! Phone(970)945-8212 /Ol!Oo No. --~~--~-------Assessor's Parcel N~FFJ.-D)/-dJ-3'10 Date (f-;]-01- BUILDING PERMIT CARD Job Address 07s7 _j(!el!. bJn · /liiit #IF/e ??f-7?--(7 Owner !1!/e/gyJ ./)Qr..Jq AddressSrYiJV·{iolc!en Phone# 8Mdl$9 Contractor(JWne/'L Address :J2n'e Q5 (IWf!ek.., Phone # ~ Setbacks: .Front Rear _. R.t:i LH Z.oning SlF otwetti<i ~11 &J1/tnl$hecJ m~,fsfeitf~NsateW(; s~ce wjpaltCU/cu-:-d·-::~=-'a-'I!G-~-~e--- •xT.RIOR ~~~·----------------------- Drainage --------------------- Deckt-aupport & clearance to wood -------- Decb-atalrs & ralls --------------- Exterior lockl --------------- Flashing around doors & windows ------- Insect screens ______________ _ INTI!RIOR GARAGE Fire wall separation _____________ _ Service doora·Htt'' min.----------- Door 120 min.) w/auto closer·n•~ min.----- Mach. equip. 18" above floor ---------- No opening Into sleeping area ______ _ BASEMENT ·CRAWL AREA Acceu ------------------ Insulation ------------------- Headroom/Stairs ______________ _ Ventilation ------------------ FINAL CHICKLIIT MECHANICAL ROOM Boller _______________ _ Hot water ______________ _ F.A. gaaloll _________ _ Floor drain ________ _ Clearance ____________ _ Air con . system, _______ _ Hot water heater -------- Combustion air _______ _ Gas piping , valves _________ _ LPG Drain ----------- FIREPLACE /STOVE Clearence to combt.isllbles ______ _ Termination of chi mney ______ _ Combustion air _______ _ Hearth f12 " or 20 " on sides)----- Glass doors ___________ _ Certified by : ___________ _ REMARKS (continue on back) STAIRWAYS Headroom f6'6") ---------- Railing & guardrails ----------Width _____________ _ Rise & "'" ---------------KITCHEN Claarence above grill _______ _ Exhaust''"----------- Broiler exhaust (I hr. chase)-------- BEDROOMS Egress _____________ _ Smoke detector __________ _ BATHROOMS Exhauat fan _____________ _ Shatterprool glass ___________ _ OTHER ()J( GARFIELD COUNTY, COLORADO Date JssuecJ.gi..~t!!3:. •••. Zoned Area ••••••••.••••..•••••..•••.••... Permit No/.()~ •...•.••.•.. AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with adl laws and regulations related to the 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, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. _,_ Q. D •• , /1-, ,. Addras or L,:~•l Description Owner lfllrJP1 Cont[Jctor Setbacks Front Side Side Rear Tbis Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection. INSPECTION RECORD Footing Foundation s: 3 -u 7 Underground Plumbing .5 · z..z ·o 1 Rough Plumbing q .5~ () Chimney & Vent Gas Piping Notes: ALL LISTED ITEMS MUST BE INSPECfED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE APPROVED Date If/~()}-By ,:' Jl!l#fr\ / Ji IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer PrQP-erty Search I Assessor Subset Q ue ry I Assessor Sales Search Clerk & Recorder ReceP-tion Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail Sales Detail I Residentiai/CommerciallmP.rovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 021 II R043931 II 217702100540 II 45.694 I Owner Name and Mailing Address jNIELSEN, DOUGLAS H & BONITA A I 1504 N GOLDEN DR I lsiLT, co 81652 I Legal Description lsECT,TWN,RNG:2-6-93 DESC: I IT AMBURELLO NORTH EXEMPTION TRACT 3 I IDESC: ALSO A TR OF LAND CONT 1.132 lAC AS DESC IN AMENDED PLAT jPRE:R210706 BK:0623 PG:0591 BK:0619 jPG:0389 BK:0607 PG:0007 BK:0605 IPG:0075 BK:0605 PG:0065 BK: 1930 IPG:0232 RECPT:724143 BK: 1880 PG:548 IRECPT:714530 BK:1555 PG:993 jRECPT:645041 BK:1531 PG:675 IRECPT:639206 BK: 1531 PG:463 IRECPT:639163 BK:0818 PG:0770 IBK:0755 PG:0303 BK:0662 PG:0435 Location http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=2177021 00540 12/19/2007 Parcel Detail I Physical Address: 11210 COUNTY RD RIFLE I I Subdivision: I I Land Acres: lltt.074 I I Land Sq Ft: llo I I Section II Township II Range I I 2 II 6 II 93 I Property Tax Valuation Information Actual Value II Assessed Value I Land: 175,000JI 50,7501 Improvements: oil ol Total: 175,00011 50,7501 Sale Date: llt/2/2007 II Sale Price: 11189,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information No Tax Records Found Top of Page Assessor Database Search OP-tions I Treasurer Database Search Options Clerk & Recorder Database Search OP-tions Garf~ld CountY. Home Pag~ Page 2 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=2177021 00540 12/19/2007