Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application - Permit
Garfield County Building & Sanitation Department . 108 8111 Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 I NO. 10125 {) \ \{\~\) V\ -7 d k Ltrr\L ~ 1 \(o_e±910.'n+l oM ()rcharot Job Address (X)dO Nature ofWork Building Permit ?_1--l <) ·-Ql_j 1 _-0C) -:10 6" b_L~Jo-p. UYf- Use of Building ? He ~)\ \ re;c o)JQKQd po.-shD i-r~#, (!? co.w--. ?.,' l . Owner --:?LA.JCLN\, f") , t 0 ~ .Q. J.a < VV\.....-, Contractor Dt D Y\.Q J\ <: Amount of Permit$ 2-lo (QS , 0 3 Date 9 ( L "] } 7-C5o CQ Clerk 4n Q lll] llL\..(_) GARFI ELD COU NTY BUILDING PERMIT APPLICAT I ON 108 8 "" Street, Suite 401 , Glenwood Springs, CO 81601 Phone: 970-945-8212 I Fu:: 970-384-3470 I Inspection Line: 970-384-5003 2 3 4 5 Permit No: __._1....::0=-.:)'-L _ _::_:;;_c:: __ /I Architect/ Engin eer: C:~ .DcLTO S q. Ft. of Building : 2 Use of Buil ding: /Pc:s/Oc/1/T 7 Describe Work: /NCLG 8 Class of Work: 0 New D Alteration Addition 0 Move D Single 0 Driveway Permit II Valuation of Work:$ 3 0() ;::· 12 Special Con d itions: NOTICE Dou ble On-Site Sewage Disposal Adjusted Va luations: S P lan Ch eck Fee: Pe rm it Fee: D S ingle D Double A SEPARATE ELECTRICAL PERMIT I S REQUI RED AND MUST BE ISSUED BY T H E STATE OF COLORADO. l{o/5. 35 TlilS PERMI T BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I S NOT COMMENCED WITHLN 180 DAYS. OR. IF CONSTRUCTION OR WORK IS SUSPEND ED OR ABANDONED FOR A PE RJ OD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED. Total F ee: \ Dated Per m i t I ssued: I HEREBY CERTIFY T HAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNI NG T HIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORJTY TO VIOLAT E OR CANCEL THE PROVIS IONS OF ANY OTH ER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OFCONST U I Setbac k s: AGREEMENT PERMISSION I S HEREBY GRANTED TO TilE APPLICANT AS OWNER CONTRACTOR AND/OR T HE A GENT OF TilE CONTRACTOR OR OWNER TO CONSTRUCT TilE STRU CTURE AS DETAILED ON PLANS AND SPECI FI CATIONS SUBMITTED TO AND REVIEWED BY TilE B UILDING DEPARTMENT. IN CONSIDERATION OF THE ISSS UANCE OF THIS PERMIT, TilE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUI LDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUfHORfiY GIVEN LN 30.28.201 CRS AS AMENDED. TilE SIGNER FURTiiER AGREES n!AT I F THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED wrrn IN TilE LCOATION. ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE, TilE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND TIJERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIF'JC ATIONS AND OTHER DATA SHALL NOT PREVENT 'lliE BU ILD ING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS I N SAID PLANS. SPECIFICATI ONS AN D OTHER DATA OR FROM PREVENTING BUI LDING OPERATION B EING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OT HER ORDINANCE OR REGULATION OF THIS J URISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITI ES OR L!ABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSI ONS OR DISCREPENCI ES. THE RESPONSI B I LITY FOR TH ESE ITEMS AND IMPLEMENTATI ON DURING CONSTRUCTION RESTS SPECI FI CIALLY WITH THE ARTICTECT. DESI GNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND I N SUPPORT OF THE OWNERS LNTEREST. I ' The fo ll owing items are required by Garfie ld County for a final inspection: 1. A final Electrical Inspec tion from th e Colorado State Electrical Inspec tor; 2. Perman e nt address assigned by Garfield County Building Departme nt pos te d where readil y visible from acces s road; 3. A fini s hed ro of, a lockable ho u se, compl ete exterior s iding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-a bsorbent kitchen fl oor coverings, counter to p s and fini shed walls , ready for sto ve a nd refrigerator , a ll necessar y plumbing; 4. All bathrooms mus t be complete, with washbowl, tub or shower, toilet stoo l , hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All step s o ut s id e or ins ide over three (3) steps mu st have handrail s, guard rai ls on balconies or deck s over 30" hi g h constmcted to all IBC and IRC requiremen t s; 6. Outside gradin g done to whe re water will de to ur away from the buildin g; 7. Exceptions t o the outside steps, decks and grading may be made upon the demonstration of ex tenuating circums ta nce s, i.e. weather, but a Certi f icate of Occupancy will not be issued until all the req uired ite m s are completed and a final inspecti on m ade ; 8. A final in spectio n s ign off by the Garfield County Road & Bridge Department for driv eway in s ta ll ation, where a ppli cable; as we ll as any final si gn off by th e Fire Di stri c t, ancl/or State Age ncies whe re ap pli cab le. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR US E DWELLING UNTIL A CERTIFICATE OFOCCUPANC Y (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O . WILL BE CONSIDERED AN ILLEGAL O CCUPANCY AND MAY B E GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above co nditi ons for occ upan y 0se andc:fPe iss uance of a Certifi cate of Occupancy for th e dwellin g under building p ermit # (25 8 -/8 -o.c S ignature Date B papplicationfeb2006 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. Other plans that are in line for review 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 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. I ' Plans must include a floor plan, a concrete footing and foundation plan, elevations all 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 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 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 returned. 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 corner of the proposed structure( s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of30% 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 ~elope. Yes v 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 corner lot. Special setbacks ?ply. Yes I 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Dispos~l :..~J and the distances to the property lines, wells (on subject property and adjace~perties), streams or water courses? Yes_'---- 2 4. 5. 6. 7. 8. 9. 10. II. 12. 13. Does the sr·te pi . dicate the location and direction of the County or private road accessing the property? Yes ----- Do the plans inyiude a foundation plan indicating the size, location and spacing of all reinforcing ijteel in accordance with the IRC or per stamped engineered design? Yes v . Do the plans~dicate the location and size of ventilation openings for under floor crawl spaces and e clearances required between wood and earth? Yes · Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and sojfits? Yes Y Do the plans include design loads as required by Garfield County for roof snow loads, (a rninirnurr: ~f,~ounds per square foot up to & including 7,000 feet above sea level), floor loads and)~jnu loads? Yes. _____ _ Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?/ Yes Y ------ Does the building secti drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters JOists or trusses? Yes. ______ _ Does the building section drawing or other detail include the method of positive connection of all columns~? Yes ___ :__ __ _ Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat ro¢? (Building height measurement usually not to exceed 25 feet) Yes c--/ Does th~plan · olude any stove or zero clearance fireplace planned for installation including make and ae1 and Colorado Phase II certifications or phase II EPA certification? Yes No ______ _ 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No __ _L~-------- 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 ventilation 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 -tafety glazing for these areas? Yes .~ ~o ____________ __ 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 covenants? Yes )(' 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, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes )( No _____ _ 21. Will this be the 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 X No ____ _ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X 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 X No _____ _ 2 7. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X 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 permit? Yes 2'{_ 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 from 7:30 a.m. to 3:30 p.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 A; 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 (\. 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 with the IRC? Yes X 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. Yes )( No ____________ _ 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 y. 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 Number for the lot you are applying for this permit on prior to submittal of a building ~rmit application? Your attention in this is appreciated. Yes ~ No __________ _ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading '? permrt. X Yes _ ____c\-\--- I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. [i;({£~L B -?/-o.G Date Phone: 970 -&z.::>-S£'7' 2 (days); 970-GZ.:r-.s-&9'7 (evenings) Project Name: 5U,,...N K ProjectAddress:_7K',4cT 9 t!'o,.,<!' /?,v,tron/ LAiltc" /7tVF.r-""-> 0;/?c/Y,.-?<P£/ Su6LJ/Vt5/arv .57C 7 C"cJ 8/G:S"i: 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 6 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 position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 FEE ESTIMATE FINISHED LIVING SPACE: ~C257~;;;;....;D~O~X....;..74..;.,;..6 ....... B_=.---J"""""'f{fo--'<.......,]l_~~rJ UNRNUHO~RM~u ______ ~X~4~1.0~0-= ______ _ CRAWL DACE: -X 9.00 = GARAGE: jf*~ X IB.OO = /1 30o UNCDVERE~ECI(: ~ X ii.OO = ~(£o COVERED 1'ATIO/DECI(: X 24.00 = MISC. ----------~---Mn~-------------- TOTAL VALUATION: d /iJ , /til I 1'LAN REVIEW FEE: . I 0 c; 9. q? \ i 1'ERMITFEE: /(o/(}. 35 TOTAL: 0(. {p(p 5. 3 3 I SEI'TIC -I'ERMIT: Oo 1'ERK: ___ _ August 23, 2006 To Whom It May Concern: In reference to the building plans submitted by Bill and Peggy Swank that were prepared by Del to & Associates 1599 I 09 Rd., Glenwood Springs for Tract 9, Antlers Orchard Development, Garfield County, Colorado they are hereby approved with the following conditions to be verified before application of the materials: 1) The color or colors of the Exterior Walls shall be submitted with a sample for approval. 2) The color or colors of the metal roofing shall be submitted with a sample for approval. 3) Any changes to the building plans or materials list shall be submitted for approval. Approved by Wayne Pollard: dr~ s. PLAN REVIEW CHECKLIST Applicant~~ Date____._9 _· 2.1---'--·~(}r------ Building __LEngineered Foundation ~. if.LDriveway Permit ~urveyed Site Plan Aeptic Permit and Setbacks ~deffopography 30 % ~tach Residential Plan Review List ~inimum Application Questionnaire __dubdivision Pl at Notes a Fire Department Rev iew ~i on Determination/Fees ~ Plans/Stamps/Sticker ~ Cond iti ons ~Signed __ Pla eviewer To Sign Application __ Parcel/Schedule No . ~ 40# Snow load Letter-Man f. Hm s . ___£'Soil s Report GENERAL NOTES: Planning/Zoning _Aroperty Line Setbacks AL30ft Strea m Setbacks eight /iud-Road Impact Fees ~NDRC Approval __!jJ_ Grad effopog raphy 40% fl{',#t _Pl/in g I ss ues ~bdivi s ion Plat Notes ' •. I GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Colorado! 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY . ..-·· / ' .. ' / L-\_, l i 1 '. ! L'. 1\ Present Address Owner's Name System Location f--'' i :'\.\_ .• (>,' I . {3P-\D\65 Permit Assessor's Parcel No. This does not constitute a building or use permit. Legal Description of Assessor's Parcel No. -=Z.~._Ic_-:..1~_~-_,_·,_-_,C~·...:<:...,,_' '="Z=-:...---''-'~-:.; _,_("''._-_·_-...L,c_c:..·,_<'"-:o./ ________________ _ SYSTEM DESIGN -~----Septic Tank Capacity (gallon) ______ ,Other -~"'-'. ___ Percolation Rate (minutes/inch) Number of Bedrooms (or other) . I I / .. 1 ;.1 '/ .Z ;/J __ .? _,..J ~'--,._-, · .. )_ ,J.f rd (-:'. I :i I. -:-:(.. . I Required Absorption Area-See Attached Special Setback Requirements: ,-!_.):~-J! I .~i ' . FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation ("~ . ( .{-";\ . ,._ ,, .•..•. ·j j ,., \'\ \. I .J· 0 .•)·'· I )0 0 GA ~ System lnstaller_...k!..:!..~"--'-:...CC:..::C"-------------------------------- '1000 Septic Tank Capacity·_-'.-"·==---------------------------------- Septic Tank Manufacturer or Trade Name -'-(~-''··.c.· ;-1·'"'-.&,'J:f:::...,_L,.r.;.\ ------------------------- Septic Tank Access within 8" of surface -'71 .!.·'.c':...·>.,.· ---------------------------- Absorption Area _":CL::..:~:..~.:":..'...: ... 'c.'·'_ .. _,_l...:. _"_'...:··_·_tt_ 1 ·'"_._,_· ,_· ·_t ___ .:.-·_C_I..~-"---------------------- Absorption Area Type and/or Manufacturer or Trade Name --'-"'''"'~~~o:L.::G...: . .:c''"-:l!co-.,:.!.;-'='-~--'-r"-. ·c..LL'-'"-'-"-'...:-1...: 1 ________ _ Adequate compliance with County and State regulations/requirements~''------------------- Other ________________________________________________________________________________ _ Date __ .:.__1..!) (L.·~,_· _L"S_./.!.7 ______ Inspector _:.i~··.;.i..i:l.' l.' f!i'-'!,.111...:1 _·_,r,~...:'·._:J ~._·, .. ::,O..!&:c't'.::!..,':::'~=-.:._ ______________ _ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply 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). Whit&~~. APPI lr':4MT Vall""'_ ni:"D&OTUC~IT ~tech HEPW:::>RTH-PAW'_AI; GE:JTECHI>IICk Au gus: 25, 2006 Bill Swanl: 925 Garden Lane PJf1e, Colorado ~ 165(,1 .J,_ __ ·=--.(.~unr· I-,:_:d~ . ~·-'-: JL:~tw:w .. :_,:_ Sp:-;:-~~c-·.=-::.,J:J:·c.~'-_, ...,~ !)iYm~: C'7 >0 ~ ~--:~l:~j Job No.1 06 0649 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Tract 9, Antlers OrchaTd Subdivision, Southeas: Corney of County Roads 229 and 233, Garfield County, Colorado. Dear Mr. Swank: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The studv was conducted in accordance with our agreement for geotechnical engineerin£ services to you dated July 17, 2006. 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 strucrure with an attached garage located within the building envelope as shown on Figure 1. Ground floors are proposed to be slab-on-grade. Cut depths are e1:pected to range between about 3 to 5 feet. Foundation loadings for this type of construction are assun1ed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located downhill to the southeast 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 is located in a pasture that was vacant at the tinle of our field exploration. The site is located on a knoll v.~th a gentle slope down to the south. The terrain becomes steeper in the southern portion of the property. There is a moderate slope into a natural drainage to the east ofthe building area. There are piles of fill in the northern portion of the property. Vegetation consists of grass and weeds_ Parl~e:r 303~841 ~ 7119 tt· Colorado Springs 719~633 -5 56~ ~ SilYerrhonlc-970-468-1989 Subsurface Conditions: The subsurface conditions at the sire were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal are2 a: the approximate lo::arions showE or, Figme 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about Y: foo' of topsoiL consist of medium stiff to stiff sandy siil. There was scattered gravel and cobbles below abou; 4 fee; in Pi! ::'. anc1 silty to very silt)· sane and grave: below abom 6 fee: in the Profile Pit. Results of swell-consolidatiol' resrin& performed or reiarively undisturbed samples of the sili soils, presented on Figmes 3 and 4 .. generally indicate low to moderate compressibility under conditions of loading and wetting. Two of the samples showed a minor collapse potential (settlement under constant load) when wetted. The laboratory test results are smmnarized in Table 1. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,000 psffor support of the proposed residence. The soils tend to compress after wetting under load and there could be some post-construction foundation settlement. The amount of additional settlement would depend on the depth and extent of subsurface wetting and could be on the order of 1 inch. Footings should be a minimum width of 20 inches for continuous walls and 2 feet for colunms. Loose and distmbed soils encountered at the foundation bearing level V\~thin the excavation should be removed and the footing bearing level extended down to the undistmbed natural soils. The exposed subgrade should be moisture conditioned to near optimum and compacted prior to forming footings and placing concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement offootings 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 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressme based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Job No.106 0649 Floor Slabs: The narural on-site soils, exclusive of topsoil. are suitable to suppor: light:-.' loaded slab-on-grade construction. The sit' soils are compressible when wetted which could resul: in some slab settlement and distress if ihe bearing soils become wetted. To reduce tile effects of some differential movement, :floo~· slabs should be separate::: from all bearing wall.~-and columns \Nith expansior.,_joints vvhich allov._. unrestrained vertical movement. Floor slab controi joints should be used lC• reduce damage due w shrinkage- cracking. The requirements for joim spacing and slab reinforcement should be established by the designe~ based on experience and the intenoed slab use. A minimum 4 inch layer of sand and gravel, such as road base, should be placed beneath interior slabs- on-grade for sub grade support. This material should consist of minus 2 inch aggregate with less than 50% passing the No.4 sieve and less than 12% 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 ihe residence has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) E1.1:erior 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 bacl:.fill should be capped with about 2 feet of the on-site soils to reduce smface water infiltration. 3) The ground surface surrom1ding the e1.'terior of the building should be sloped to drain away from ihe foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 1 0 feet in pavement and wall-way areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Job No.I06 0649 ~te:::h - 4 - Percolation Testing: Percolatior: tests were conduGted on August 14,2006 to evaluate the feasibility of ar, infiltration septic disposal system a: the site, One profile pi: and three percolation holes were dug a: the locations shown on Figure I, The res; holes (nominal 12 ind: diamere:, b;· 12 inGh deep l were hand dug a: the bottom of shallow baGkhoe pits and were soal;ed with water one day prio:-to resting. The soils exposec in the percolation holes are similar to those exposed in the Profile Pi! shown on Figure 2 and consist of about 'l~ foot of topsoil and 5Y, feet of sandy silt overlying silty to very silty sand and gravel with scattered cobbles to the pit depth of 8 feet. The percolation test results are presented in Table 2. The percolation tests generally indicate an infiltration rate of about 30 minutes per inGh. Percolation test hole P-1 had an infiltration of about 3 minutes per inch. We believe the faster rate was due to the rockier soils encountered with depth. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. 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 reconnnendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1, 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 eA.irapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is pe1formed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the reconnnendations 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 reconnnendations have been appropriately interpreted. Significant design Job No. I 06 0649 -5 - changes m ay require addit ional analysi s o~ m odifi.cations t o th e re~o mm.endation s presented herein. We recommen d on -site observation of excavations an d fo undat ion bearing strata an c testing o: suu~rural fil l bye r epresentative o f tb e geote8i.mic~ engineer. If yo~ have any qu estions or if w e rna:-be of further assistance, please le1 us know. Respectfull y Submitted. HEPWORTH -PA WL A.K GEOTECHN ICAL, me. Reviewed by : Steven L. Pawlak, P.E. JZA/v ad atta chmen ts Figure 1 -Location o f Exploratory Pit s and Perco l ation Test Holes Figure 2-Logs of E xpl oratory Pits Jo b No.l06 0649 Figures 3 and 4-SweU-Con so lidati on Test Results Table 1-Summary o f L aboratory Test Results Table 2 -Percolation Test Result s 106 0649 AP?FIJXIIv,?.E SCA~t: 1' = 100' (j) N N 0 ~ 0 rc: 2:: z ::> 0 (.) L TRACT9 ~ BUILDII~G I ENVELOPE I PIT 1 • \ \ PIT 2 I l ____ _._j \ PROFILE P2 PIT • ,6. ----__:=::::::::--~ J l--- ~£tech LOC/>.TIOI~ OF EXPLORATORY PITS AND PERCOLATION TEST HOLES HEPWOR'Il+PA.Wl.AK GEOTECHNICAL TRACT10 Figure 1 (l~ ::::.~ 1-- ~ -10 LEG':I~D: p1~ " , 11 I Pll 2 W~=1C,.E DD~92 DSI=9::, ~20G=7S "R:::JC:U: PIT TOPSOI~; slightly clayey sand)' silt, organics, roots, firm, slightly moist, brown. SILT (11/iL); sandy, scattered gravel and cobbles below about 4 tee: in Pit 2, medium stiff to stiff, slightly moist to moist, brown, slightly calcareous. SAND AND GRAVEL (SM-GM); silty to very silty, scattered cobbles, medium dense, slightly moist, brown, 2" Diameter hand driven liner sample. I~OTES: 1, Exploratorl' pits were excavated on August 11, 2006 with a Bobcat 331 lv1ini-excavator backhoe. 2. Locations of exploratory pits were measured ap;Jroximately by pacing from features shown on the site plan provided. 3, C:levations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth, Pit 2 is about 6 feet lower than Pit 1, 4. The exploratory pit locations 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. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time, 7, Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcD -200 = Percent passing No, 200 sieve 106 0649 ~ HEPWORTH·PAWLAK GEOTECHNICAL LOGS OF EXPLORATOF::Y PITS Figure 2 0 * 1 c 0 ·w <n 2 e' Q_ c 0 0 3 4 I I I I 1 I i I I lvioisture C::mten' = h:· 1 j / I /1 1 / Dry Densiry = 92 If----+---i--+--i-jt-+-+1-+i-+ 1 1 -----i-1 --II Sample of: Sandv Sil: i i / i I/ j / crorr. Pi: 1 at 3 Fee~ 0 ,I I llliiii~lit+tll/ I I I IIIi I i 1 ~~\.// ,. ,. ll ~~0~ovemem l wetting I I 0.1 1.0 10 APPLIED PRESSURE -ksi Moisture Content = 12.3 Dry Density = 98 1---f-+-+-t+H-++---+--1 Sample of: Sandy Silt From: Pit 1 at 5 Feet \ 0.1 1.0 10 APPLIED PRESSURE-ksf Compression upon wetting ;Jercen: p~; I I II I I I i I I I , I I I i i i I I ' . I I' , I I' 1 DO percent pcf 100 106 0649 ~teCf1 SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORTH-PAWLAK GEOTECHNICAL I i I ' I ' ' I I I Ill IIAoisture Conien: = 15.8 ::>er:;en: I I I I Dry Density = 0'· ::::>'"': ' ! I 1 I vO . v! ! I I I I I I I i i 1 Sample of: San ::J) · Silr ' I I ! I I ~rom· "i"' a"' " "ep' I ' I I I I ' I:. • '0:::. .L.::J; '-'• I [ ! I , I ' I I I I I ' I I I i I I I I f i I I i I I I ' I I I ' I *i ' I 1 • I I 'li~ . I ' ' I 1 I I I i ! ,, ; I I ! . I I 1 I I i ! I I 0· I i I i II """ I I 1 fr I% movement ' i I I I I i I I ~ I ' I 6 I J ! , I upon I i II "113 . I I I wetting '" 2 I I ~ I I E 0 I () 0 v I I I I 0.1 1.0 10 100 APPUED PRESSURe-ksf IIAoisture Content = 12.4 perc ent Dry Density = 95 pet Sample of: Sandy Sil: with Gravel From: Pit 2 at 4 Feet 0 "'-. --r-,_ 1 ~ Compression * upon 2 wetting § \ '(jj '" Q) \ D. 3 E \ 0 () \ 4 5 0.1 1.0 10 100 APPLIED PRESSURE-ksf 106 0549 ~ HEPWORTH·PAWl..AK GEon::CHNl::::AL SWELL-COI\ISOLIDATION TEST RESULTS Figure 4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS NATURAL NATURAL GRADAllON PERCENT •=~"" "'n'--1 UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSTVE CONTENT DENSITY NO. lOO LIMIT INDEX STRENGTH (%) (Of,;,) SIEVE (%) rocfl (%) (%) (PSFl SAMPLE LOCATION PIT I DEPTH (ft) 15.5 \- 99 I I -1---{~ 12.3 98 I l I 3 5 - - ~~I 2 1/z 15.8 93 ------>---. ------- 4 12.4 95 75 II --~-- Job No. 106 0519 St)Yi_ ()R RFr_H~OCK TYrE Snndy Silt .. ----------------- Snndy Silt Snndy Silt ~---·---- Snmly Sill wi1h GrHVE'l ---------~ II t 1 1~-·-j I --1-----·----··· __ , ------ il ----1 1-----1--- .. ----------------- II --+~------j ··---- II I t --I +------+------- II I -+-----!--~--+-----+----------· ---1-----+----+----+ t--~----··--j ... --··--···----------- ' I i ' I HEPWORTH-PAWLAK GEOTECHNICAL./ II~C. TABL.E 2 PERCOLATION TEST RESUL.TS JOB NO. 106 0649 H:lcE NO. , H:JLE DEPTH LENGTH OF ' (INCHES) INTERVAL (MIN) i P-1 53 I 1" -~ i ' I Water added j Water added I I P-2 64 15 I I i P-3 I 48 15 I WATER DEPTH AT START OF INTERVAL (INCHES) 9 V4 4% 10 3;4 s 11 6 3/4 8% 6 3f< 5 112 5 4% 3 3/4 31/4 2% 81/4 6 3J4 5 V2 5 4 V4 33/4 3 V4 2'14 i i : i I I I I I I I I ! I WATER DEPTH AT END OF INTERVAL (INCHES) £1 1!4 1 5 1 6% 3}4 63/4 5 1/z 5 4 v. 33/4 3% 23/4 2 v. 63/4 5 V2 5 4 1/4 3% 3 1/4 23/4 2 V4 I ' ' I I i ' I i I i I I i I i I I I I i ' i I I ! i I I DROP IN WATEP. L"VEL - (JNCHES) 5 3% 5 3f,; 4 41/4 6 1 1)2 1 V4 1)2 % V2 V2 1(2 V2 1 112 1'14 1(2 % 1(2 V2 1/2 V2 ' i i I I I I I I I AVERAGE PERC:OLA TION RATE -(MIN./INC:H) 3 30 30 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on August 13, 2006. Percolation tests were conducted on August 14, 2006. The average percolation rates were based on the last two readings of each test. I i i i I I I i :Z33frJKde ~~~BUILDING PERMIT CARD No.· _l c_·\_,_1 L_. _s_· . ___ _ Date ______ _ ~:u Job Address {) C.cn \.", Owner ,;\ih 10 ''-kL=:,) l \ '1\ i I Contractor t=-\ \.YI ~~ ."-..-· ' ~ " \ I !....,d k\.-\. 1'C C'l .. CorP· Address 'iL':o:J fJCH c\tn Ln ~1-~fione # (o LS-C::.,({lFJ Address ________ Phone # 21{-ttS? Setbacks: Front Rear RH _____ LH ___ . Zoning----'-- <:":;,\(· '-~ \ 1)1\C <R'. \)D..:tto ·\ L"-'1-'1 ' j<Ar: INSPECTIONS aXTaRIOR Address No. ____ ....J,l-"'·:::/-.· 7 ____ _ Drall.ilge L.../ Decks-support & clearance to wood L/ OeckJ.stalrs & ralls __ L/ ____ _ Exterior locks Flashing aroun-:d~d-oo-,.-&-wl-'-n-do-ws--~~:::__,:--- lnsect screens-------..!'--'~---- INTERIOR GARAG Fire wall separation l...--/ Service doors-.1%" min. Door (20 min.) w/auto clo-,.-,-.,-%-.-. m-,-.n.l_.~L/-;;--- Mech. equip. 18" above floor V No opening into sleeping area----'7--7--- BASEMENT·CRAWL A;;;:;A Access /nsu/atio::_n~----,l~l"l-7' ____ _ Headroom/Stalrs~--'-------- Ventuation ------------- Weatherproofing ___________ _ Mechanical ______________ _ Electrical Rough (State)--------- Electrical Final (Statel-------r-;--,--FinaiiJ~L'-1 -01) /Checklist Q:rl}plewd? fr SIt Certificate Occupancy # ;-;-~~::l'j;~3~L-=---- Date ~-24;0~ Septic System # A7 L ~ < f"'l · Date _·t -~ l'z.OcHo Final 1-Jlo -QJ l2rrA..,-Other ______________ _ NOTES FINAL CHICKLIST MECHANICAL ROOM Soller Hotwa=,.~,----~~------------- F.A. gas/oil L--"""- Fioor draln--=-c../-::;o------- Ciearance ____ l/'~:o------ Air con. system Hot water heate-,--~7'"---- Combustfon afr __ -=--co----- Gas piping, valves_-:-&.o::::----- LPG Drain <._...---/ FIREPLACE/STOVE Clearance to combustibles_.::,__:..~-c-~· __ _ T ermfnalfon of chimney ~ Combustion air~---~/,.._ __ Hearth (12" or 20" on sides)-.---- Glass doors • -·I Certified by'----I><Cifl------ REMARKS (continuA on h:u:k) STAIRWAYS Headroom (6'6") A~lllng & guardra-1/s---.l:oo:~---- Width Rlaa &~ru~n--~~~~-~----~~~:"'-~--~--~~~--- KITCHEN Clearance above grill--"'::_ ____ _ Exhaust fan----'-"::_:--:----- Broiler exhaust (1 hr. chase) __ ·_-~_--___ _ BEDROOMS Egress ----.1-"'--~- Smoke detector ___ L/_· _______ _ BATHROOMS Exhaust fan t......-·/ ShaHerproof glass _________ _ OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS j 00 ;J...O j BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.9..' • ."l.Z~()..f.t .. Zoned Area ............................... Permit No ... l.O..l.?.:§. .......... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all 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 ifthe 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. Setbacks Frot1f Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Ddveway ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANJ:F~~LE Fm· Inspections Call 384-5003 108 8th Street ~l'efl'Wood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD ;3'1110 I Date q. t..7(JI av;'fiMjJA) IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Asses s orffreasure r Propert Search I A ssessor Subset uer I As sess or Sales Search C le rk & R ecorder R eceptio n S e arch Parcel De tail I Value Detail I Sales Detail I Reside ntial/Co mm e rc ia l Improvement De tai l Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 020 II R041391 II 217904200708 II 45.405 I Owner Name and Mailing Address lsw ANK, WILLIAM A & PEGGY J Io ns GARDEN LANE "SO Legal Description IS ECT,TWN ,RNG:4-6-92 SUB :ANTLERS !ORCHARD DEVELOPMENT CO DESC: TRACT 19 AMENDED PLAT OF TRACTS 7 ,8 ,9 & 110 AND PARCEL 4 OF THE POLLARD !EXEMPTION PRE:R041072 BK:1573 IP G:343 BK:0439 PG:0441 BK:1833 IP G :248 RECPT:704693 BK: 1833 PG:247 IRECPT:704692 BK: 1672 PG:587 IRECPT:670806 BK: 1672 PG:582 IRE CPT:67080 1 BK: 167 2 PG:568 IRECPT:670796 BK: 1664 PG:738 IRECPT:669081 BK:l598 PG:568 IRECPT:654586 BK: 1598 PG:564 IRECPT:654585 BK: 1526 PG:963 IRECPT:638149 BK:l526 PG:962 IRECPT:638148 BK:1526 PG:961 http://www. garcoact.cornlassessor/parcel.asp ?ParcelN umber=2 17904 2 00708 9 /25/2006 Parcel Detail Page 2 of3 IRECPT:638147 BK:1526 PG:960 IRECPT:638146 BK:1526 PG:959 IRECPT:638145 BK:0805 PG:0264 Location I Physical Address: jjSILT I I Subdivision: I AN1LERS ORCHARD DEVELOPMENT CO I Land Acres: jj3.127 I I Land Sg Ft: I 0 I Section II Township II Range I 4 II 6 II 92 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 2oll 101 I Improvements: oil ol I Total: 2oll 101 Sale Date: jj8118/2006 Sale Price: jj170,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information II Tax Year Transaction Type I Amount I 2005 Interest Payment ($0.10)1 2005 Interest Charge $0.101 2005 Tax Payment: Whole I ($5.00)1 2005 Interest Payment II ($0.01)1 II II II http://www. garcoact.com/ assessor/parcel. asp ?Parce!N umber=217904 200708 9/25/2006 Parcel Detail I 2005 Interest Charge $0.011 I 2005 Tax Payment: Whole ($0.46)1 I 2005 Tax Amount $5.001 I 2005 Tax Amount $0.461 I 2004 Tax Payment: Whole ($5.00)1 I 2004 Tax Payment: Whole ($0.52)1 I 2004 Tax Amount $5.001 I 2004 II Tax Amount I $0.521 TO[lQfPnge Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Qp_tion~ Garfield County Home Page Page 3 of 3 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. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact. com/assessor/parcel. asp ?ParcelN umber=217904 200708 9/25/2006 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job looated at oouo_ k 2'1""- Permit No. /D /d. .S You are hereby notified that the above correction must be inspected before covering. When correctio have been made, call for inspection at 970·384-5003. COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at OCJe?,O ~, ~ I have this day inspected this structure and these premises and found the following corrections needed: 1)&Jd~~7/0-~ /?'GU ~ <7"-~ ( 6'!3o) .A) Uf /m-~-~"'' /150, oo _.<a--~" ~~4~~ z;;~-~' You are hereby notified that the above correction must be inspected before covering, When corrections have been made, call for inspection at 970-384-5003, Date 5-.:l:S-0 7 20 -c----- Building Inspector ~-:;;?ff~ Phone (970) 945-8212