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Home My WebLink AboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384-3470 Inspection Line: 970·384-5003 Building Permit No. /12/5 Parcel No: 2463-1 03-00-084 ----- Locality: Job Address: 189 CR 118 Carbondale Use of Building: __ _ s/f on crawlspace w/ cov. Patio & at!. Garage Owner: -------Bailey F~J11ily Investment._ _______________ _ Contractor: Jacober Brothers Construction ------------ Fees: Plan Check: 860}0 Septic: noo Bldg Permit: $ 1,324-15 Other Fees: --··~-· Total Fees: $ 2,257.85 Clerk: -~)Ji01L Date: _J_,2~0CJ I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8• Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter ofm1thority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof oflegal and adequate access to the property for purposes ofinspections by the Building Department. Other Permits. Multiple separate pemrits may be required: (I) State Electrical Permit, (2) Cmmty ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge 11ennit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certifY that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Bullding Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (CoWity Regulation(s)). l acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, '~:;:~~· :;:.:or use of the strncture(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any otlu~r applicable law. I : to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not prevent the ~~~:i~E~~~~~~~~;~;~~~~~~~~~:~ of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation ~~:@~~~~~rJ:i~;:;]~~::~l~;n~s~p:""':·::on~:•:ofthe work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions 'I for compliance with federal, state and local Jaws and County Regulations rest with me and my authorized agents, including without ·c:·:::-c-,c:-: STAFF USE ONLY I r ilKel ''¥f~4,W~~;,;\Vja1Uiti0Wf' .. 150~5.W Plan Check Fee: Permit Fee: 1'?24.15 Manu home Fee: Mise Fees: Total Fees: '2fJ.G7, '0£' Fees Paid: +I') '3 ,,p lo C05. "'115 OCC Group: Balanc~ Due: H~i.e7 ConstType: C ..J ISDS F~e: ()I'~~-1~'E. ltfJ Setbacks: BP No & Issue Date: ISDS No & Issued Date: 1·24/J"/ J12JS Zoning: The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30 high must be constructed to alllBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection 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 where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNA DATE Bapplicationdecember20 VALUATION FEE DETERMINATION Applicant Address Date .;:B;::a;?"ile~y:O:F':'am~il"::yO:.In!iv.::es:::;tm::!:i'en,ts::._ ____ Subdivision ~1.:;:89~C:,:R=1.:;18::.•..::C;::ar!!bo=nda=le:._ _____ Lot!B1ock ..!1~/1;::!4:=12::;:00!::9:...-_______ ~_Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios Total Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation 1665 sq.ft sq. It sq. It sq.ft X $74.68 1665 sq.ft sq.ftX $41.00 sq.ft X $33.68 562 sq.ftX $18.00 sq.ft X $12.00 1665 sq.ft X $9.00 373 sq.ft X $24.00 sq.ft X $12.00 Commercial sf X sf X sf X sf X sf X sf X 124,342.20 0.00 10,116.00 14,985.00 8,952.00 0.00 158,395;20 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design yonr project and provide adequate information to facilitate a piau 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 he 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 l8"x24" and drawn to scale. 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. I. 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 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 envelope. 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 corner lot. Special setbacks do apply. / Yes_-"'o/ __ 3. Does the site plan include when applicable the location of the l.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 ./ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? / Yes _ __,:Y,__ __ 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road aud Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agencies/ Yes __ _.:/ __ 6. Do the plans include a foundation piau indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes / 7. 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 No. ____ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces aud soffits? / Yes No ____ _ 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 wind loads? Yes. ___ ,L_ __ I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes / 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters orjoists or trusses? Yes. __ -<_/ ___ _ 12. Does the building section drawing or other detail include the method of positive connection of all columns a~s? Yes , 13. 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. _____ _ 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No ___ e:_ __ _ 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes. _____ No __ __:/':__ __ 16. 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 / 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes / 18. 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 ____________ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on theplan? / Yes. __________ _ 20. 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 / 21. 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 Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes ~· 22. Will this be the only residential structure on the parcel? Yes No ~ If no-Explain: vt?e. /17flY.L-tJ4 Y~Vnc.L 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes ./ 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes / 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes / 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes _- 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes / 29. 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 / 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 to 384-5003. Yes / No. ____ _ 31. 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 / 32. 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 / 33. 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 .../' 5 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 perfonning the work? The license number of the person performing the work will be required at time of applicable inspection. Yes / 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·------~-------- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes (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 permit? Yes_...,.<''---- 38. 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 a Certificate of Occupancy? Yes ----"'----- 39. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. -r-; <-4--- Signatur~wner Phone: ?If -/I~ b (days); ProjectName: nrrg ?uud B~M..\k~ Project Address: tf'1 ~ ,e) . 1/ If 6 Date' {b?-O.Rb / (evenings) • 9702540187 10:25:14 01-10-2009 J uary 1. 2009 . whoj it may concern: I ereb~ ruthorize Tai Jacober of Jacober Brothers Construction to sign and submit a licati?ns for building permits to Garfield County Building 'lnd Planning Department f1 'r build gs at 189 County Road 1 I 8, Carbondaie, CO. 81623. ( W/!0 3911d lSNoo so~a ~aoovr 1>098£960L6 1 /1 01/15/2009 08:00 9705258527 GARCO ROAD BRIDGE PAGE 02/08 Garfield Application for Driveway Permit Person Obtaining Permit: Bailey Family Investements Applicatimt Date: 1116/2009 County Road Number: 118 District: Glenwood Permit Number: GRB09-D-3 Terminatwn Date: 611/2009 Inspector: .Take Mall hereby requests permission and authority from the Bolll'd of County Comnlissiont<rs to construct a driveway approach (es) on the right-of-way off of County Road...!!!!.. lOOOft West of CR 118/ Hwy 133, located on the Soutl1 side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board ofCmmty Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: J_ Frontage of lot along road. 2. Distance from centerline of road to property line. 3 _ Number o:f driveways requested 4. Width of proposed driveways and angle of approach. 5. Distan.cc from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. 8. No.unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion, General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way, 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the co.nstruction. of the drivcway(s). AU work shall be completed within thirty ( 30) days of the permit date. 3) The type of construction shall be as designated and/o.r approved by the Board of County Commissioners or their representative and all materia.ls used ~;hall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative_ 4) The traveling public shall be protected duri.ng the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee sh;!l] be held harmless against any action for personal injury or property damage sustained by any reason of the exerc1se of the Permit 5) The Applicant shall assume responsibility for the removal or clearance of H10W, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 01/15/2009 08:00 9705258527 GARCO ROAD BRIDGE PAGE 04/08 Specifications 1. A driveway approach is understood to be that portion of the cou.nty road right-of way between the pavement edge and the property line that is designed and used for the interchange of trall'ic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement o:f traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and :for rural commercial entrances a minimum of I 00 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles a.pproaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without .interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county toad right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (1 00) feet. Additional entrances or exits for parcels having a H·ontage in excess of one hundred 100) :feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the truvded way will not encroach upon adjoining property. 7. No commercial driveway shall have· a width greater thao·thirty (30) feet mJasured at right angles to the centerline' of the driveway ex.cept as increased by permissible· radii. No-noncommc:rdal driveway shall have a width greater than twenty (20) feet measured at right angles to the·ccnterline·ofthe driveway, except as in.crcased by ' permissible radii. 8. The a~<is of an approach to the road may be at a right angle to the centerlin<: of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment wi.U be made according to the type of traffic to be served and other physical c<,nditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the nonnal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (I 0% ). 11. All driveways and approaches shall be so constructed that they shall not ir1krfere with the drainage system of the street or county road. The Applicant will be required to provide. at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve tM dimensions and types of all drainage structures. Note: This perml.t shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued with.out drawing, blueprint, or sketch. 01/15/2003 08:00 9705258527 GARCO ROAD BRIDGE PAGE 03/08 6) Tn the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way withou1: written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all toads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) J?inal inspection of driveway will be required upon completion and n111st be approved by person issuing permit or representative of person issuing permit. The in~pection and sign off must be done prior to a.ny CO from the Building and Planning Department being issued. 1 0) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width-30ft 2. Culvert required? False Si~e: by 3. Asphalt or concrete pad required? True Size of pad' 30ft Wide X ll)ft long x 4in thick 4. Gravel portion required? True Length: 40ft 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? false 8. Work zone signs required? True In signing this application and upon receiving authorization and permission to inStall. the driveway approach (es) . described herein the Applicant signifies that he has read, understands and accept>: the foregoing provisions and conditions and agrees to constnrct the drivcwa.y(s} in·accordance with the.accompanying specification plan reviewed and approved · ~ ~by the Board :county Commissioners. Signed: Z ""' .. _ _ Bailey Family vcstements Address: H}(!;l'J ll>'l?z [A;ILihtf.mk__ ,; (J) 3/6?.?; Telephone Number: __ J..,{uq_:_,__._I/LI'Q.,_/, ____ _ Permit granted l/16/2009, subject to the provisions, specifications and conditions •tipulated herein. For Board of County Commissioners' of Garfield County, Colorado: /JLJ-;iuJo.L<LJ Representative of Garfield County Road and Bridge Signature 01/16/2009 08:00 9705258527 o1/13/2ees 14:31 97096386Bq __ .-. GARCO ROAD BRIDGE JACOBER BROS CONST ~1'\VU ~U1oll,J ,Of'I.;,J.JJI.Z. .. ,. .JI c Driveway !i'ermit Cho~~ck Oft Porm L ~nnitOwnor: ( %~\ £~4:---"'~ 2. Address: \tllf ;;;<;i: 14~ II f :_ .. :J 3 C. c _.. ~£' 816~3 r::;y Glenwood Spn"n"l' &1601 0 . Jty: a,~on..,e "' I.LI ., .. New Castle 81647 0 Silt 81.652 0 Rifle 81650 0 Parachute 8! 635 0 Other L[ -;~::;=:::;::;=::::~ 4. PhoneNod YIIJ~'f~J<,? I FnNo:) ?6r:fft>P" 5. County Rd. No: ) ;;e;::;;;b U.. : ! I C" 6. Near<~<! lnte=etion or address: J{/., U ll'l t." 1-tw 'i ti 3 I 7. Diatance from Int or add!ess: I / Q (I" r 1 a. DlreeMn .from lnt. Qf address: N 0 :s D s [J w ~ 9. Side o.f road: 10. Width of<irivemy: N 0 EO s0 w&' 30-foot ~ 40-foot 0 lOO·foot 0 ~her:~--------------~ I l. Culvert ,...qui~c:d: Yc~ 0 No ~ J2. Size ofoulvert required: 12-incb 0 15-inch 0 18-incll 0 Other: j 13. Length ofculvert.tequired: 30-foot llf 40-foot Doth!<~ I 14, Asphalt or concreto pad required: Y~ [B.! No ltf IS. Size of pad: 30·foot wide X 10-foot longX4 \nclles1hiclc Ye$ ~ 40.foot wide X IO·foot l<mg X 4-tncl!~s thi~k: Yes 0 1 OO·foot wide X ::lO·fOQt long X 4-inches r.hlok: '\!Ql! 0 Otber: I ~----------------~ PAGE 05/08 PAGE 02/~9 AGE 81/04 01/16/2009 08:00 9706258527 01/13/2669 14:31 970963860d .......... _ .... ..,.., ... GARCO ROAD BRIDGE JACOBER BROS GUNST '-'f.Or<U.J l'<lJ'\IJ J:li'C 1lr:il\ 16. Gravel purtion ~ui.:red: y...,. f8j No if 17. LengthofgravelportiOI!: 40•foot kRJ' SO·footO !OO·foot 0 18. Treesorbnisb=ovedforvi.sibility: Yes 0 No [2f l ~. Diswnce and direction from driveway to be :remoVE:d: ~-----~~- 2(). Driveway must be no mol'Q tJlan.3 %slope away :ttom Cmouy road. · 21. Drive ml'St b<: c~ctc'd so 110 <hainaga "'"'""""s County road 1\nm drive )lillY. 22. C<!rti.fied tmf'fic ~emtrol fe4Uired: 2~. Work zone slgnagc 011ly requil'ed: YesO Yes[R] 24. Stop ~ign :requ!rell at entrance w County Ret Yes 0 No[2r 'No []f' No [3". 25. Inspection of driveway will teqW«\ 11p011 completion lUJq must be approv d by fl\ltSOn issuing ,f)eT!llit or t~:preSentative of person issuing permit. 26. Person Reql.lllst!ng Pe!mit: [ ktv c~i4; U;,..~!:'Jid I 27. Pemon ;...uJ.ng ~~ I Va..K c. s. nf) IV II__ ) 28. District l'trlllit iSSl!ed in: 1 M' 2 r:J 3 0 29. Date checkli$t complmd:/ .j v:..nu.~ :r ~ I'-/ J 2 .£ I! ~ :1 /11(1 T e ) Co ,.-. fl f e. 1/IJ IV d., te--(!.. d r d r· IV"-'''"""" .::1 J c/ tv<i!-6 btJ ~ PAGE 05/08 PAGE 03/09 AGE B2/64 01/15/2009 08:00 eltl312Ge9 14:o1 9705258527 5709538664 -· ------.... GARCO ROAD BRIDGE JACO!lE:R BROS C:ONST """W ~UM!! ~I'(J.U\>1:. ~ o;r co'I:IN'l:Y co.~~D~Uss:ro~m:as Ol'" ~:F:tsl'.d:> eoumnr O!ll't'l'lFIC!A'l'ION Am) AFJ'llJ.Il.Vl:'r UGJUm:t~ :t:L:t.lilCW\ ..1\.Liroi'S The Contr~ator, whose name and signat~re appears below, e~rtifies and agrees as follows: 1. The Contraotor shall <:omply with the prov;.sion;a of j C.R.s. 5-17.5-J.I:ll. ee seq. The Contractoz: o:h011l not Jrnowingly employ or contract with an illegal alien to pe:~;"fo= wo:z:-h for tl:'le Boa~d. of l'Ollnty C:omm.:i.ssione;r;s o Garfield County, Colorado ("BOCC") or enter ~nto a cone ~ot with a subc:c:>nt;ractor that l<.noWingly employs e>r contract~ with an illegal alien·. 2. !'he C:o:ml..to.cto.r •...pre,etlt.", warr<>.nt.", a:nd. <~g.rees that. it has v&rified that. it doel!l not employ any ilJegal al~ens tn"~-1.1:. haa partidpate<i o:r attemt'ted to pa.zticip,.te in the. 2aaio Pilot ~~ployment verification P~osram a~inisterQ by the social secu:rity Administration and Depextment o£ l Homeliiilnd sscl.lrity; ana ot.herwise ehall comply w~t;h th<!> requirements of O.R.S. S~l7.5-l02C~) (b). 3. the Contractor shall co~ly with all reasonable :re~ sts mael.e in the course of an i).').'V'l;!etigation under. C,R.S. S-lr.S- 102 by the Colora~o Department of ~abor and Employment. If the Contractor fails to comply with any requirement of his provieio;n OJ:' C.R.s. S-l.,,!ii-l01 e-1.: seq., ~><><• llOOC may I terminate wo~k for br~aQh an~ the Cont:ractor shall b~ 1 H"hl!! for actual and eonsequ.tilntial damages to t.he State, 4. If the Contractor is a sole propr~etor, tue undersi ed hereby swears or affi~s unQer Penalty of perjury under the laws of the State of Co~orado ~hat (oh~ok on~) , I am a United States citizen, or ! am a Permanent Residen~ of the United states, or I am lawfully present in the Vnited Stat~s pursuan to FederAl b.w. l l understand tll.at thil!l swo:m !ltateme!'lt. is required hy law because ! am a sole p::-oprietor entering ln1:c a cont act to perform work for the EOCC, ! unde-rstand !;hat state ltw ~~~i~e~ m= to p~vi~e p~oof th~t I arn lawf:ully p~es~~t in the United States prior to st•rting wo~k fc~ the BOCC. PAGE 07/08 PAGE 04/09 AGE BS/B4 01/15/2009 08:00 01/13/2009 14:31 9705258527 9789639604 GARCO ROAD BRIDGE JACOBER :SROS Cl.lNST 'oh'ti\'JU ~UfioW CII'UJJI,,:il:. ;turther aclmowle<lge th...,t: I wUl <:omply with the z-equirements oi!! C.R.S .• 24-76.5-101 et seq. <~.nd will pro uce the ~Q~ir~d fo~ ~f identification prior to starting w rk. I ack.ncwlee:lge that 1'1\a~:l.ng a fa.lse, :Eictitii::>us, or fraud.ule:nt etatemene or representation in t.l'lis !!Worn affidaVit is punishable ~der the criminal l~ws of Colox:· .. uo as po:x:j ury £n the ll'o<>ortd deS:t"e<~ =·i~:r C.!<. s. l • il- 503. CEa';j:!'IED and AGREED to thie a. day of ~ :<.oo:z.. (co~actor Full Legal Namel F£IN or Social Secu ~ty Number ~y: f~ Signature of Aut P~~Nu~.~· --------~-&hi.hiiA ·- PAGE 08/08 PAGE 05/09 Qf.il:. ~4164 No. __ . _________ 11_2~1_5 __ __ Assessor's Parcel No. 2463-103-00-084 Date ___ 1_12_2_12_o_os __ BUILDING PERMIT CARD JobAddress ---~18~9~C~R~1~1~8,~c~·~da=l~e __________________________ _ Owner _____ B_a_i_ie.!:...y_F_a_m~il.;!._y_ln_v_. _______ Address 1000 Blue Heron Ln. C'da\§hone # ____ _ Contractor Jacober Bros. Const. Address POB 1073, C'daie Phone # 970-963-9420 Setbacks: Front Rear _____ RH LH Zoning _____ _ s/f on crwsp w/ cov patio & att garage INSPECTIONS ~ ~~ -~ 319 -103 8 Soils Test ~---=--------A":7';----; Footing . 1-~-q_~ ~;e CJ./c FoundatJon._...~....,,..~0---:~"'""'......_,~~~-'-"=---- Grout A<~ Underground Plumbing ---";yj..L%Lly;'------- Rough Plumbing "f-tc; -o<t ~ Framing q_...-L~~ Insulation 2/"'7.3 -o'f.,pr.J Roofing--;,-,-...,.--=----=---=------ Drywall f .. ,;z/~t?S-fk??-_ Gas Piping ?'-;:?~ Weatherproofing....-__________ _ ~Mechanical l.&to -o ~ ~ Electrical Rough (State)--------- Eiectr~l Final (State)'---------- .,_iff(LFinal 1-t~-ol? /Checklist.C9.(1}J?Ieted? ___ _ Certificate Occupanqy #;.. -.~u~,,_Q"-<S~~~~5.,::__ ___ _ NOTES Date f2..6, OCf Septic System # -;:..H...t....::li!;..:· Uo:::"',_if;,..,. ,--------- Date I · ::2.2.. 0"1 Fi nal, _ __,y(...LI!_/7-'-· •<->.o"-,rl--· ---'----Other _______________ ___ .>t-8 )(t s-n N ~ Ht:uSE---ro ee y.Z..EMD~ 'fyZ.\ o'f(.. 1D C. D. (continue on back) BUILDING PE MIT GARFIELD COUNTY, COLORADO INSPECTION Will NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued --Ul·'-'03""'--'---------Permit No. _...J\WI'--"2)"""~'~5-L_ _________ _ AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. Uses\f_nn cYtAW~~ cwered patiac; -ta-H-~ Address or Legal Description \ g'GJ. C&'l.._j_}~f CJOCD~.:c~e""'-------- Owner ~ilMJI)-~ Contractor _J~~-•~_sf:. Building Permit Type ~ dfn"tj 41. This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORfl Footing -·---Driveway .. ·- f-:Jq-/?q Oh ,-;C)/(~ Foundation I Grouting Insulation f) -3-o~ ~ lf-13...0 Underground Plumbing Drywall f//14. ~ 1/-.:v-o .,~,m:z Rough Plumbing Electric Final {by State Inspector) l/-/a -o '7 f!??#-. (Prior to Final) Rough Mechanical Septic Final t(-;o-oty/P Gas Piping FINAL -j?&:tfr'J/7 ~ ?·2f5-<Yi' t; -1 :? --0'1 '!J??7)-- Electric Rough (by State Inspector) (You Must Cal! For Final Inspection) (Prior to Framing) Notes Framing 1(-/.3-q~ (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD Date _ ____,I . ~·otl By r. WlJr ~ APPROVED <II': 6-~ ~~ PROTECT PERMIT FlMMWEATHER A~ (DO NOT LAMINATE) COlJNTY OF GARFIELD ·BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /f?'1 CA. / l<g= PermitNo.~/~1~~~~~~~--------------------------- I have this day inspected this structure and these premises and found the following corrections needed: ):(call for Re-lnspection 0 $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 correction(s) have been made, call for inspection at 970-384-5003. Date )i-10 -o1 20 ____ __ Building Inspector ~.@'~~ Phone (970) 945-8212 STATE ELECTRICAL BOARD INSPECTION REPORT Contractor/Home Owner: / CORRECTION NOTICE PERMIT# /R65b8z_ ~'iL-~Tr2-f.L Address: --(...<[)~/ f~f _ _,{;"-"--r/L---'-{-'-/ """'8 ___ _ TYPE OF INSPECTION: Partial __ Rough in __ Underground Final~ ACTION: Accepted ~ Rejected Remarks __ ___ REINSPECTION FEE Comments or Corrections:------------ Inspector's Name Phone# I Date {;tf /or !' FORMS:EBINSP_NOTICE.DOC ! ri\, !'r~L,l, ( 1..-.., .. ;-,·; L,a, ,j tn 1 w'"< \ '-'£,\'. f{,·.,,J H·"l HEPWORTH-PAWL.<'IK GEOTECHNICAl-F .Js. •,; i ;,\. ;_:.i-~ .;; -t ~"l '•'l'rU1i id'"!•.>•''"hi SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RANCH FACILITIES PERRY PARCEL MOUNT SOPRIS RAi'ICH ROAD ~-,c·"''lfV' Y1iJ11\i1 GARFIELD COUNTY, COLORAD<RJt/ Jr\,JiV i1L''J'"'' JOB NO. 108 480A AUGUST 29, 2008 PREPARED FOR: IRON ROSE RANCH A TTl\': LINDA RAl'IDALL 1000 BLUE HERON LANE CARBONDALE, COLORADO 81623 JAN 1 4 zornt TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ........................................................................ - 1 - PROPOSED CONSTRUCTION ................................................................................. - l - SITE CONDITIONS ................. : ................................................................................. -2- SUBSIDENCE POTENTIAL ..................................................................................... -2- FIELD EXPLORATION ............................................................................................ -3- SUBSURFACE CONDITIONS .................................................................................. -3- DESIGN RECOMMENDATIONS ............................................................................. -4- FOUNDATIONS .................................................................................................... -4- FLOOR SLABS ...................................................................................................... -5 - UNDERDRAIN SYSTEM ...................................................................................... -5- SURF ACE DRAINAGE ......................................................................................... -6- LIMITATIONS .......................................................................................................... - 6 • FIGURE I-LOCATION OF EXPLORATORY BORJNGS FIGURE 2-LOGS OF EXPLORATORY BORJNGS FIGURE 3 -LEGEND AND NOTES FIGURES 4, 5 and 6-GRADATION TEST RESULTS TABLE l -SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed ranch facility to be located on the Perry Parcel, Mount Sopris Ranch Road, Garfield County, Colorado. The project site is shown on Figure I. The purpose oft he study was to develop recommendations lor the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to l ron Rose Ranch dated August 17, 2008. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed ranch facility will consist of a vehicle storage building (A), maintenance shop (B), apartment #I (C), hay storage (D), trailer storage (E), general storage (F), lawn and equipment storage with apartment #2 (G), hay bam (H), vehicle and tractor storage (J) and hay equipment/tool storage building (K). The buildings will mostly be one story wood frame construction. Apartment #I and the lawn equipment/apartment #2 (C and G) will be two story. The maintenance shop (B) may be steel frame construction. Ground floors will be slab-on-grade. Grading for the structures is assumed to be relatively minor with cut depths between about 2 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change signiflcantly from those described above, we should be notifled to re-evaluate the recommendations contained in this report. Job No. 108 480A ~tech -2- SITE CONDITIONS The site is located just south of Carbondale on the west side of State Highway 133. The site has historically been used for ranching activities and is occupied by an existing residence. A residence, barn and other outbuildings on the site had been recently razed. Vegetation consists of scattered trees, some bmsh, grass and weeds. The historic driveway has bee;, ,.,ahgned and the existing drives will be reclaimed. The ground surface is relatively flat with a slight slope down to east. A steep hillside to an upper topographic bench is located along the noxih and northwest part of the site and irrigated pastureland to the south and west. An area near the trailer storage building (E) and lawn equipment/apa11ment #2 (G) has been graded and about 2 feet of on-site fill material placed. An aqueduct supplying water to the adjoining fish hatchery to the east crosses the east side of the site. The aqueduct is an open ditch on the south part of the site and cast in place concrete lined on the noxth part of the site. An apparent sinkhole is located south of the new driveway to the south of the existing residence and southeast of the proposed maintenance shop. SUBSIDENCE POTENTIAL Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the lower Crystal River Valley area. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and siltstone with some massive beds of gypsum and limestone. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie poxtions of the property. Dissolution oft he gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous work in the area, several sinkholes were observed scattered throughout the River Valley Ranch Subdivision and on the Perry Ranch to the noxih and west of this site. A relatively recent sinkhole was also observed in the southeast part of site, southeast oft he proposed maintenance shop. These sinkholes appear similar to others associated with the Eagle Valley Evaporite in the area. Job No. I OS 480A - 3 - No evidence of cavities was encountered in the subsurface materials; however, the exploratory borings were relatively shallow, for foundation design only. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that sinkholes will not develop. The risk of future ground subsidence in areas outside the observed sinkhole throughout the service life of the proposed buildings, in our opinion, is low; however, the owner should be made aware of the potential for sinkhole development. Although no evidence of sinkholes was found in the area of the current development, we recommend that an evaluation oft he sinkhole hazard be conducted to further investigate possible sinkholes on the parcel. This would help to reduce the risk of sinkholes to future development and planned irrigation. FIELD EXPLORATION The field exploration for the project was conducted on August 25 and 26, 2008. Eight exploratory borings were drilled at the locations shown on Figure I to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-45B drill rig. The borings were Jogged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a I :Y, inch J.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D- 1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory tbr review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils, below about 6 inches of topsoil, typically consist of a thin sandy silt layer overlying slightly silty sandy gravel with cobbles and small boulders. About 6 inches of driveway gravel was encountered in Boring 3 and 2 feet of recently placed fill at Boring Job No. lOS 4SOA ~tech -4- 4. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and gradation analyses. Results of gradation analyses performed on small diameter drive samples (minus l Y, inch fraction) oft he coarse granular subsoils are shown on Figures 4, 5 and 6. The laboratory testing results are summarized on Table l. No free water was encountered in the borings at the time of drilling. Free water was measured at 7.8 feet in Boring 5 when checked on August 26, 2008. No free water was observed in the other borings and the subsoils were slightly moist to moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the · nature of the proposed construction, we recommend the buildings be founded with spread footings bearing on the natural granular soils. Due to the potential for shallow groundwater, basement and deep crawlspace construction should be avoided. The design and construction criteria presented below should be observed for a spread footing foundation system. I) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 4,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about I inch or less. The upper sandy silt soils and recently placed fill should be removed fi·om beneath fuotings. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for iso !a ted pads. 3) Exterior footings and tbotings beneath unheated areas should be provided with ade<Juate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. Job No. I OS 4SOA ~tech -5 - 4) 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 (if any) should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 45 pcf. 5) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. The exposed soils in fuoting area should then be moistened and compacted. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 6) A representative oft he geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. 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 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 sl10uld 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 at least 50% retained on 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 the on-site granular soils or a suitable imported sand and gravel devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Free water was encountered below expected excavation depths during our exploration. An underdrain system is not recommended for the proposed slab-at-grade floor Job N<> l 0$ 480A ~tech -6- elevations. Basement and deep crawlspaces should be avoided. Shallow crawlspaces may be possible but should be further evaluated on a site specific basis with regard to the feasibility of underdrain installation. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all time~ "fler the buildings have been completed: I) 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% oft he 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 buildings should be sloped to drain away fi·om the foundation in all directions. We recommend a minimum slope of 6 inches in the first I 0 feet in unpaved areas and a minimum slope of3 inches in the first I 0 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of the on- site soils to reduce surface water infiltration. 4) Roof downspouts and drains (if any) 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 fi·om the exploratory borings drilled at the locations indicated on Figure I, the proposed type ofconstmction 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 subsurtace conditions identified at the exploratory borings and variations in the subsurface Job No. I OS 480A ~tech -7- conditions may not become evident until excavation is perfonned. If conditions encountered during construction appear different fi·om those described in this rep01t, we should be notified so that re-evaluation of the recOJnmendations may be made. This repo1t 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 recommend at ions, 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 reconunend on-site observation of excavations and foundation. bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: Daniel E. Hardin, P .E. LEE/vam cc: GH2 Architects-Attn: Mindy Gray Robe1i O'Brien -·ll.lll.@fastmail._\h'\ Structural Associates-Shane Evans Job No. lOP. 4SOA ~tech .. APPROXIMATE SCALE 1' = 100' 108 480A LOCATION OF EXPLORATORY BORINGS Figure 1 Q) "' u.. • c .Q ~ "' m c 0 ·~ m 105 100 95 105 90 108 480A BORING 1 ELEV.= 1 00.0' T 36/12 WC~1.6 l +4=54 -200~13 90/11 BORINGS ELEV.=103.0' 40/12 WC=2.9 l +4=43 -200=16 29/12 BORING2 ELEV.=101.7' 68/9 BORING 6 ELEV.=103.6' 63/12 40/12 BORING3 ELEV.=102.1' 37/12 WC=22 l +4=53 -200=11 40/12 BORING? ELEV. = 104.0' 46/12 50/1 Note: Explanation of symbols is shown on Figure 3. BORING4 ELEV. = 1 02.2' 36/12 W' _./ l +4=50 -20Q=17 40/12 BORINGS ELEV.=105.1' 68/12 WC=2.0 ) +4~51 -200=14 105 100 95 105 122/12 100 95 90 8l lL c 0 ] 5 -~ [jJ LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: FILL; driveway gravel at Boring 3 and on-site silty sandy gravel at Boring 4. TOPSOIL; organic sandy silt and clay, firm, slightly moist, dark brown. SILT {ML); sandy, gravelly, stiff, slightly moist, brown. GRAVEL (GP-GM); with cobbles and small boulders, sandy, silty, medium dense to dense, slightly moist. wet with depth in Boring 5, brown, rounded rock. Drive sample; standard penetration test (SPl), 1 3/8 inch 1.0. split spoon sample, ASTM D-1586. Drive sample blow count; indicates that 36 blows of a 140 pound hammer falling 30 inches were 36/12 required to drive the SPT sampler 12 inches. 1 Free water level in boring and number of days following drilling measurement was taken. Depth at which boring had caved when checked on August 26, 2008. T Practical drilling refusal NOTES: 1. Exploratory borings were drilled on August 25 and 26, 2008 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were measured by instrument level and refer Boring 1 as elevation 100.0 feet. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by tile method used. 5. The lines between materials shown on the exploratory boring 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. Water encountered in Boring 5 only. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pen +4 = Percent retained on the No.4 sieve -200 = Percent passing No. 200 sieve 108 480A LEGEND AND NOTES Figure 3 HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS :>4t-:O 1H~ 45 MIN I 5 MIN 6CMIN19MIN 4 MIN I MIN 0 #2CO #100 #50 #30 #16 #8 #4 3/8 3/4 I 112 3 56" 8 10 @ 20 z 30 ~ a: 40 !z 50 w 0 0: 60 w CL 70 80 90 100 ""' Ul! :1:3.(; 475 9-$ r'V.i 190 37$ ~'-Jsz m t?.'/ DIAMETER OF PARTICLES IN MILLIMETERS 0 IJJ z <( 1- lU a: 1-z IJJ 0 a: w CL 24 45 0 10 20 30 40 60 60 70 80 90 100 GRAVEL 54 % LIQUID LIMIT % SAMPLE OF: Silty Sandy Gravel HYDROMETER ANALYSIS A TIME READINGS I ~ 7H . 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 s:.t-? I SAND 33 % SILT AND CLAY 13 % PLASTICITY INDEX % FROM: Boring 1 at 2 and Feet Combined SIEVE ANALYSIS U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS ~50 #30 #16 #8 #4 3/8 3!4 I 1/2 3' !:<'() I ~ 100 90 80 (!) 70 z ~ soC: 1- "0 z ' w 0 40 ffi CL 30 20 10 0 .081 .C02 .005 .OJ9 .019 .037 .074 .150 300 .€C3 1.16 2.36 4.75 9.5 12 _5 19.0 3/.5 76 2 12t52 203 GRAVEL 53 % LIQUID LIMIT DIAMETER OF PARTICLES IN MILLIMETERS SAND 36 % SILT AND CLAY 11 % % PLASTICITY INDEX % Gravel FROM: Borin 3 at 2 and 5 Feet Combined 108 480A GRADATION TEST RESULTS Figure 4 I HYDROMETER ANALYSIS I SIEVE ANALYSIS ... ! TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS 1 :?:~I-ll. 7 f.'l 1 li2 3 56 45 MIN. 15 MIN. 60M1N19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/f'J 3/4" 0 ,., 10 "' D 20 &? w Q) z 30 " z ~ 1i) 40 00 ~ a: 1-1-z 50 "" z w w 0 0 a: 60 " a: w l.LI 0... 0... 70 " 80 2'J 90 ,, 100 0 "" ., "" ""' "' "" '" 1&1 = "" l.li: "' 4,'/S. 95 ,?.t> E~O '" 1G;; '" 7..13 "' DIAME~ER OF PARTICLES IN MILLIMETERS OJ'>YT0Sf;.1 I ~\:1 lr..:cAA?.£ I "~~· I COO&.ES f•M: I 1/'EC.:.,M f'\.: I COAf..::.C GRAVEL 50 % SAND 33 % SILT AND CLAY 17 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Silty Sandy Gravel FROM: Boring 4 at 2 and 5 Feet Combined HYDROMETER ANALYSIS I SIEVE ANALYSIS R. 7HR TIME READINGS I U.S. STANDARD SERIES I CLEAR SOOARE OPENINGS I 24 45 IN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8 3/4 1 112 3 50' 8 0 100 10 90 D 20 80 w Q) z 30 70 z ~ 1i) (f) w <O 50 (f. a: 1-1-z 50 50 z w w 0 0 a: 60 40 a: w w 0... 0... 70 30 BO 20 90 10 100 0 COl .C02 .005 .C:.l9 .019 .037 .074 .150 300 .600 118 2.36 4.75 9.5,2.519 0 37.5 76.2 d52 203 DIAMETER OF PARTICLES IN MILLIMETERS Cl..AYTO S..T ~. G'V\\'8. c<:<&:>.~ 1'-"h~ Y.~OO'.l COOt~ h\'l: (,Co\ltSi< GRAVEL 43 % SAND 41 % SILT AND CLAY 16 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Silty Sand and Gravel FROM: BorinQ 6 at 2 and 5 Feet Combined 108 480A ~ Htt'PWOJIITH·PAWI.AKG'-~OTECHNJCA(~ GRADATION TEST RESULTS Figure 5 0 w z ~ w 0,:: 1-z w u ffi "- HYOROf/.ETER ANALYSIS SIEVE ANALYSIS CLEAR SQUARE OPENI~GS 318' 3/4 1 1/2' 3 56' 8 103 TIME READINGS U.S. STANDARD SERIES 24HR. 7HR o4SMIN 15MIN 60MIN19111N4MIN 1 MIN 11200 #103 #50 #30 1!16 #8 #4 10 20 30 40 50 60 70 80 90 1CO . ' ' ' 001 .002 005 .C03 019 .037 .074 .150 ~ .300 6UJ 1.18 2.36 '-75 9.5 19.0 31.5 12.5 " 76.2 152 203 127 80 70 60 50 40 30 20 10 0 DIAMETER OF PARTICLES IN MILLIMEfERS ClAYT'JS~T cc~;:s GRAVEL 51 % SAND 35 % SILT AND CLAY 14 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Silty Sandy Gravel FROM: Bering 8 at 2 and 5 Feet Combined (!) z Vi (/) < tl.. 1-z w () 0,:: w tl.. 108 480A GRADATION TEST RESULTS Figure 6 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 108 480A SUMMARY OF LABORATORY TEST RESULTS SAr~PLE LOCATION NATURAL NATURAL I GRADATION ATfERBERG W1!TS UNCONfiNED I PERCENT I MOISTURE DRY GRAVEL \ SAND PASSING LIQUID PLASTIC COMPRESSIVE 1 SOIL OR BORING ' DEPT!! CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) I (%) SIEVE (It) (%) (pd) I _f'/<>)_ (%) (PSF) l 2&5 1.6 I 54 33 I 13 Silty sandy gravel combined "----I 3 2&5 2.2 53 36 11 Slightly silly sandy gravel combined ' I I J 4 2&5 2.7 50 33 17 Silty sandy gravel combined r I I ----1 6 2&51-29 ' 43 41 16 I Silty sand and gravel combined · -- 8 2&5 2.0 I 51 35 14 I Silty sandy gravel combined I I ! l I I \ l I I I I I ' --~ I I I ' ! --·~ ' I Parcel Detail Page 1 of 5 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Pm~_Search I Asse_sl>Or SubseLQ@JY I Ai>s~ssor Sale!>S_earch Clerk & Recorder Reception Search £ar_cel De.tail I Yalue Detail I Sales.12etail I Resid~Dtial/Cm:nmercialJmprovement Detail Land !2etail I Photo_graphs I Mill Leyy Re\TeDues Detail I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I 010 II R043828 II 246310300084 II 60.562 I Owner Name and Mailing Address /BAILEY FAMILY INVESTMENT COMPANY /1000 BLUE HERON LANE /CARBONDALE, CO 81623-7750 Assessor's Parcel Description (Not to be used as a legal description) /SECT,TWN,RNG:10-8-88 DESC: A PARCEL /OF LAND IN SEC. 10 AND THE N1/4 OF jsEC. 15. PRE:R100162 PRE:R100170 IAND/THRU:& TO:R010114 BK:0277 /PG:0259 BK:0265 PG:O 170 IRECPT:756516 RECPT:753648 BK:1866 /PG:0434 RECPT:711700 BK:1866 IPG:0429 RECPT:711699 BK:1866 /PG:0424 RECPT:711698 BK:l865 IPG:0675 RECPT:711511 BK:1865 IPG:0666 RECPT:711510 BK:1865 IPG:0663 RECPT:711509 BK:1865 jPG:0655 RECPT:711508 BK:1865 /PG:0642 RECPT:711507 BK:1865 IPG:0638 RECPT:711506 BK:1865 http:/ /www.garcoact.com/ assessor/parcel.asp?ParcelN umber=2463 1 03 00084 I I I I I I I I I I I I I I I I I I 1113/2009 Parcel Detail Page 2 ofS IPG:0635 RECPT:711505 BK:1865 I IPG:0630 RECPT:711504 BK:1865 I IPG:0622 RECPT:711503 BK:1865 I IPG:0618 RECPT:711501 BK:1865 I IPG:0617 RECPT:711500 BK:1865 I IPG:0610 RECPT:711499 BK:1863 I IPG:0424 RECPT:711138 BK:1863 I IPG:0423 RECPT:711137 BK:1829 PG:722 I IRECPT:703895 BK: 1728 PG: 194 I IRECPT:682632 BK:1623 PG:68 I IRECPT:659857 BK:1623 PG:65 I IRECPT:659856 BK:1537 PG:159 I IRECPT:640551 BK:1537 PG:140 IRECPT:640549 BK:1417 PG:335 IRECPT:616687 BK:1417 PG:333 IRECPT:616686 BK:1417 PG:322 IRECPT:616683 BK:1402 PG:302 I /RECPT:6!3 831 BK: 1402 PG:262 I IRECPT:613828 BK:1402 PG:249 I IRECPT:613827 BK:1402 PG:239 I IRECPT:613826 BK:1402 PG:232 I IRECPT:613825 BK:1402 PG:224 I IRECPT:613824 BK:1402 PG:218 I IRECPT:613823 BK:1402 PG:209 I IRECPT:613822 BK:1402 PG:202 I IRECPT:613821 BK:1402 PG:195 I IRECPT:613819 BK:1402 PG:188 I IRECPT:613817 BK:1402 PG:184 I IRECPT:613816 BK:1402 PG:180 IRECPT:613815 BK:1402 PG:176 IRECPT:613814 BK:1217 PG:186 IRECPT:572102 BK:1196 PG:337 IRECPT:565953 BK:1196 PG:336 IRECPT:565952 BK:1196 PG:335 I IRECPT:565951 BK:1196 PG:330 I IRECPT:565949 BK:1196 PG:328 I IRECPT:565948 BK: 1196 PG:324 I IRECPT:565947 BK:1196 PG:322 I http://www .garcoact.com/ assessor/parcel.asp ?ParcelN umber=24631 03 00084 1/13/2009 Parcel Detail Page 3 of5 I1RECPT:565946 BK:0683 PG:0315 II Location I Physical Address: lj118 COUNTY RD CARBONDALEj I Subdivision: I I Land Acres: IJ267.3 I I Land Sq Ft: j/O I Section II Townshi2 II Range I I 10 II 8 II 88 I 2008 Property Tax Valuation Information . II Actual Value II Assessed Value I I Land: II 75,44011 21,8801 I Improvements: II 1,052,4IOIJ 87,2601 I Total: II 1,127,85011 109,1401 Most Recent Sale Sale Date: 1111120/2006 Sale Price: l/19,954,500 Additional Sales D~tail Basic Building Characteristics Number of Residential 7 Buildings: Number of Commllnd 0 Buildings: I Residential Building Occurrence 1 Characteristics I I ovERHANGING LIVEJI 60 NO/FOUND: I I 1 STORY: jj104 I I 1 STORY WI BASEMENT: jj1,110 I I FINISHED BSMT: 111,125 I II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=24631 0300084 1/13/2009 Parcel Detail I UNFINISHED BSMT: III,424 I I HALF STORY, FINISHED: 11840 I ltl/2 STORY WI BASEMENT: 11840 I I TOTAL HEATED AREA: 114,079 I I ABSTRACT CODE·IIFARM/RANCH RESIDENCE-. IMPS I I ARCHITECTURAL STYLE: III 112 STRY I I EXTERIOR WALL: IIWD SIDING I I ROOF COVER: llcOMP SHNGL I I ROOF STRUCTURE: IIGABLE I I INTERIOR WALL: IIDRYWALL I INTERIOR wALL: IIA VG pANEL I FLOOR: llsHT VINYL I FLOOR: IICARPET I HEATING FUEL: IiGAS I I HEATING TYPE: IIFORCED AIR I I STORIES: llsTORIES 1.5 I I BATHS: I 1.7 I ROOMS: 17 I UNITS: II I BEDROOMS: 13 I YEAR BUILT: IJI960 I Additional Re§identiai/Comn1ercial ImJ:JrQYement_Detail Tax Information I Tax Year II Transaction Type II Amount I I 2008 II Tax Amount II $6,609.721 I 2007 II Tax Payment: Whole II ($6,642.80)1 I 2007 II Tax Amount II $6,642.801 Top~ofPage A.Siiessor Datab.!'4:>.e...Search Opti.QJls I Ir<:asJJieLDatabase_S_eJJLch.Op.tions Clerk &Re,;order Dambase.S.earch Options http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=24631 0300084 Page 4 of5 1/13/2009