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HomeMy WebLinkAboutApplication - PermitGarfield County l NO. 10067 Building & Sanitation Department 108 8" Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 "5"'8'\0 Job Address (p~ c~ 3 t \ cz,LJJ_:}- ~\~( -~Lf-(:()-d.dJ ---... ~ -• 1...!1 • '7<: I •. "-.&.& 'W. • : ~ ! ~ • \'1""""":'1" V c.oJ. fXdi Owner \> dl . '=='!')VVUJ.-..1 \....2=-==Y \...L..\ X\-.L 1 U l &.! Contractor . ~ L....LJ'-" ' ;r r ' ' Ad?'-' ~ • 1 ..........-• Amount of Permit$ ~ Cf 0 Date '6·d9·Db Clerk QJ8o.JL_ ,. GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Salte 401, Glenwood Sprinp. CO 81601 Phone: 970.945-8212 I Faz: 970.384-3470 I Inspection Line: 97D-S84-500S Parcel/Schedule No: 2 I 81-3 0 4--0 0 -2 2/ Job Address: c .R.. 311 5/L.T Co . 81 f,:, SZ- Lot No: Block No: Subd. I Exemption: 2 Owner; ~AR'I' ! LoiC!t BRool'l£ Ph: CoAJ>T. Address: I Ph: 5S3 J.IAb'£'14/f?(?J . ..Stt.. T 3 I Contractor: WOt!Jb $M ITH 4 Architect/Engineer: Wooll SMITH I \tvESTA~ 5 Sq. Ft. of Building: B '33, t i I Use of Building: R E..StDE rJTt 11-b 7 I Describe Work: F/tJt5HED 8 I Class of Work: a H ~amge: 10 11 31o New jil a Altemtlon Addition :I Move On-Site Sewage Disposal Carport: ~ Site Plan 12 1 Special Co~dl ~~ tJJiU ~ ~ bt. /Jff!£rrrn c: .o. ~ "'"~ ~tk~ ~ n. CJ Single D Double NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST' BE ISSUED BY THE STATE OF COLORADO. Plan Check Fee: 1 Permit Fee: TIUS PERMIT BECOMES NULL AND VOID IF WORK OR CONST'RUcnON AUTHORIZED IS NOT COMMENCED Win!L.N lBO DAYS. OR. IF CONSfRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPI..ICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL. PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILl.. BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY 0111ER STATE OR LOCAL LAW REGUI..ATING CONSTRUCTION OR THE PERFORMANCE OF CQNSTRUCTION. ~ ~/:J/~~ ~ {;,.0 \ j3ZlrS~-f5~ Zohlng: llfLf) AGREEMENT 1/CJ??~ Dated Permit Issued: e: ~"""- PERMISSION IS HEREBY GRANTED TO THE APPUCANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PI..ANS AND SPECIFICATIONS SUBMrrrED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGUI..ATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURn!ER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED \VITH IN THE LCOATION. ERECTION. CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT Til EN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TilE CORRECTION OF ERRORS IN SAID PI..ANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLA110N OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILmES OR !.lABI..mES BY GARFIELD COUN1Y FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILnY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY Win! THE ARTICTECT. DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TilE OWNERS LNTEREST'. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INI11ALl :~ :f;;i. ~~ floo 1 { aq o b . )-,. . 7~ ~ lt q. ~5 ·, -· ~ J-1 ~ +---c:. ~t..~ l ~""""" lJl c:::::::<:. ~R t:> (0 t.-\-~ 1 ~lo-a~~ -101 l9 Joo.. '41oo .-u· U' -;""\. \~ ~\ S~ Gl\. f*C] Z Oo, L/' ...... ~ .. The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Pennanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 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 OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupan~and the issuance of a Certificate of Occupancy for the dwelling under building permit # /~7 ;Jt;k_f j~ J~,__ ~ Signature Bpapplicationfeb2006 _xJ~ .f~-z 'l-18_-ok Date V ALUATIONIFEE DETERMINATION Applicant ~IU;t)ma:; Address I/~11Jt/l11/ Date q-z:z. --o~ Subdivision Lot/Block Contnctor wo-.J::w-.v~ ~ Finished (Livable Area): 8 Main ~"0-, x;ttf£--=-105(357~ Upper Lower Other Total Square Feet Valuation Basement: ~XL/I~~ ?5S?Co1~ Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: J '3/ I X I il~ =-J-~59 to.a- Valuation Crawl Space: Valuation Decks/Patios: Covered J../~ )( ;J..l/~::: /0191/'lfd}- Valuation Open Valuation Total Valuation # }-75/l(,h.JJ_ 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. 1 . >~ 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. 0 2. 3. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a ..,- subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within trnvelope. Yes. ___ _ Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes ~ Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes v ---- 2 @ 4. Does the site plan indicate the location and direction of the County or private road accessing the property?/ Yes v ·----- 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes v 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? 7. Yes v Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes V' (o 7--\D"0 ~'v-'7 8. (-.Do the plans include design loads as required by Garfield County for roof snow loads, (a '~ft'-.~~~~0 ~ minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor ) J e, ~ f'~ loads and wind loads? ~ • ~ ..,v N-'':J Yes V ... ~()~ I\' "\ A.,- 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ./ I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes / · 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes V 12. 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 roof? (Building height measurement usually not to exceed 25 feet) Yes ,/ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No V ------- 3 14 . 15 . 16. 17. 18. 19. 20. 21. 22 . 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No V' 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 v No ------- Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V' No ------- Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ~ No ------- Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes V No ______ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ~ No _________ __ Do you understand that if you belong to a homeowners association, it is yourresponsibility 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. N, A· Yes No ------- Will this be the only residential structure on the parcel? Yes V No If no-Explain: ___________ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes v Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / Yes V ---'----No. _____ _ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes v No ------ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes V 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 v( No ________ __ 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes v 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 weJI as any "Road Impact" or "Septic System" fees required , at the time you pick up your building permit? Yes V 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ~ No __________ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes V No ------ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes V No ------- 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? / Yes v No ------- 5 (o/8-lo/~4 £'f. etA. ~TID ,J +I-lls 8Ec..,., CALLE.P f!IJ Btt .j]\KE MA L.L 33. Are you aware t t rior to submittal of a building permit application you are required to show proof of driveway access penrut r obtain a statement from the Garfield County Road & Bridge Depann en s atmg one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes V 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 timepf applicable inspection. Yes v 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 permit 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 No ../ (please check with the building department about this requirement) 37. Do you understand that if you are planning o n doing any excavatin g or grading to the property prior to issuan ce of a building permi t that you will be required to obtain a grading permit? Yes v I hereby acknowledge that I have read, understand and answered these questions to the best of my ab~ • . JJ~ £ tf~ '1/tJ~(}fa Signatu of Owner Date (days); $7b-2!£'11 (evenings) Project Name: BRooME f?..£51DE.NC.t Project Address: ~ !_~ C. R... 3 J( ~ IL r (o . 8/fo5 Z s~ I I Notes: If you have answered "No" on any of the questions , you ma y be required to provide this info rmation 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 Buildi ng 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 pelJTlits in the review process and not reviewed until required infonnation 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 PLAN REVIEW CHECKLIST Applicant \B;t 0()1/1 tJ Building ~gineered Foundation ~Driveway Permit /Surveyed Site Plan ~Septic Pennit and Setbacks A.aderfopography 30% ~tach Re sidential Plan Review List __s.L1\.1inimum Application Questionnaire __ SUbdivision Plat Notes v'Fire Department Review v--v al uation Determination/Fees ~ed Line Plans/Stamps/Sticker -~tach Conditions /Application Signed _......;vJSla;_ Jan Reviewer To Sign Application -~eel/Schedule No. JlliJ4o# Snow load Letter-Manf. Hms. /soils Report GENERAL NOTES: Date ~ -Z. 2 -t> (t' Planning/Zoning __ Flood Plain __ Subdivision Plat Notes Jul 12 0? 0?:16p Lori M. Broome 9?0 -8?6 -2848 July 12, 2007 Re: Demolition To Dave Mead This is a letter of intent to demolish the old house within 30 days of receiving the certificate of occupancy. Gary and I have made arrangements with a track hoe operator to knock down the old residence within the next 30 days. If there are any concerns or questions you can reach us at 876-2848 or Gary can be reach at 625-8659 during the day or I can be reached at 625-5060. Thank you, Gary & Lori Broome :;JMj ;f;J/'~ ~/)1_ /371'-t!Y~ p . 1 ~tech HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY Hcpworrh -P.ml.1k Gcotcchnic.ll. Inc. 5020 County Ro.1d I 54 GkmwoJ Sprmgs, Colorado 81601 Phone. 970 945 7983 f,l:\. 970 -945 8454 cm.ul hpgco@hpgwtc4..h.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE 6336 COUNTY ROAD 311 (DIVIDE CREEK ROAD) GARFIELD COUNTY, COLORADO JOB NO. 106 0223 APRIL 12 ,2006 PREPARED FOR: LORI BROOME 6336 COUNTY ROAD 311 NEW CASTLE, COLORADO 81647 Parker 303 -841-7119 • ColoradoSprings 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ - 1 - PROPOSED CONSTRUCTION ..................................................................................... -1- SITE CONDITIONS ....................................................................................................... -2- FIELD EXPLORATION ................................................................................................. -2- SUBSURFACE CONDITIONS ...................................................................................... -2- FOUNDATION BEARING CONDITIONS ................................................................... - 3 - DESIGN RECOMMENDATIONS ................................................................................. -3- FOUNDATIONS ......................................................................................................... - 3 - FOUNDATION AND RETAINING WALLS ............................................................ -4- FLOOR SLABS .......................................................................................................... -5- UNDERDRAIN SYSTEM .......................................................................................... -6- SURF ACE DRAINAGE ............................................................................................. - 6 - LIMITATIONS ............................................................................................................... -7- FIGURE I -LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURE 4 -SWELL-CONSOLIDATION TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located at 6336 County Road 311 (Divide Creek Road), Garfield County, Colorado. The project site is shown on Figure 1. The purpose ofthe study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated March 8, 2006. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils and bedrock obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell 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 residence will be a one or two story, wood frame structure over a basement level located just west of the existing residence as shown on Figure 1. Ground floor will be slab-on-grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 8 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. We understand that the existing residence will be demolished once the new residence is completed. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. 106 0223 ~ -2- SITE CONDITIONS The site is currently occupied by a single family residence as shown on Figure 1. About 6 inches of snow covered the ground at the time of our field exploration. The regional topography consists of rolling terrain and the site is located on the southwest side of a northwest trending ridge. The ground surface in the proposed building footprint is relatively flat with a gentle slope down to the southwest. There is about 4 feet of elevation difference across the proposed building footprint. Vegetation consists of grass and weeds with juniper trees and scrub oak. Siltstone bedrock outcrops are visible in the hillside northeast of the site. FIELD EXPLORATION The field exploration for the project was conducted on March 17, 2006. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4-inch diameter continuous flight augers powered by a truck-mounted CME-458 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsurface materials were taken with 1 Ys inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsurface materials 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 and hardness of the bedrock. 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 for 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 1 foot of topsoil, consist of about 2 1l feet of weathered Job No. I 06 0223 ~ -3- claystone overlying relatively hard sandstone bedrock down to the maximum explored depth of 21 feet at Boring 1. Laboratory testing performed on samples obtained from the borings included natural moisture content and density. Results of swell-consolidation testing performed on a relatively undisturbed drive sample of weathered claystone, presented on Figure 3, indicate low compressibility under existing low moisture conditions and light loading, and a moderate to high expansion potential after wetting. No free water was encountered in the borings at the time of drilling and the bedrock was slightly moist. FOUNDATION BEARING CONDITIONS The hard sandstone bedrock encountered below the topsoil and weathered claystone should be suitable for support of spread footings with a moderate bearing capacity and relatively low risk of settlement. The overlying weathered claystone bedrock possesses an expansion potential when wetted and should be removed below the building area. The proposed basement level will probably be excavated below the claystone. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the hard sandstone bedrock below the topsoil and weathered claystone. The design and construction criteria presented below should be observed for a spread footing foundation system. Job No. 106 0223 ~ -4- 1) Footings placed on the undisturbed hard sandstone bedrock 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 'iS inch or less. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate 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. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 1 0 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the 11 Foundation and Retaining Walls11 section of this report. 5) Any existing fill, topsoil, weathered claystone and any loose, disturbed bedrock fragments should be removed and the footing bearing level extended down to undisturbed sandstone bedrock. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of well-broken bedrock fragments. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcffor backfill consisting of well-broken bedrock fragments. Job No. 106 0223 ~ -5- All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95 % of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.45. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 325 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95 % of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural sandstone bedrock, below the topsoil and weathered claystone, is suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some Job No. 106 0 223 ~ -6- differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free- draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with 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 imported granular soils such as road base devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area where bedrock is shallow that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 !.6 feet deep. SURF ACE DRAINAGE Job No. I 06 0223 ~ • 7. The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 1 0 feet in unpaved areas and a minimum slope of 3 inches in the first 1 0 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of fine- grained soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled 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 extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions Job No. 106 0223 ~ -8- encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH -PAWLAK GEOTECHNICAL, INC . ~- Trevor L. Knell, P. Reviewed by: ~ Daniel E. Hardin, P.E. TLK!ksw cc: Woodsmith Construction-Attn: Michael Smith Job No. 10 6 0223 ~ \ ~ ~~ ,"?,~ tJ ~ ~~ ~~ ~~ ~ \ BORING 1 • PROPOSED RESIDENCE • BO RING2 NOTE: Figure prepared from field sketch. 106 0223 ~ech HEPWORTH·PAWLAK GEOTECHNIC AL APPROXIMATE SCALE: 1" =20' ,...---~ \ r------~ \ I I \ I EXISTING I I RESIDENCE I I I t ---., I \\: : I I I I I I \L __ _j \ \ \ \ \ \ \ \ LOCATION OF EXPLORATORY BORINGS I FIGURE 1 BORING 1 BORING2 0 0 45/1 2 r AI 40/12 WC=6 .5 ~~ DD=i33 .. 5 ,m: 5 ... , 70/3 50/11 ....... WC =4.7 ..... ·.:: :!:~ DD ~133 ·-~~ ...... ··-·· ······ .... ..... ~j ... r-.; .. .·;·. ~--~ ·;::. ::::-,.J .. . :,:;. ·:~~~ .... ;.::; 10 . · .. •. 5013 ,'ii; 5016 10 . ·.·• :;.::~ ····· ..... ~ ~ ... ... .... .. ~:.; w :-.. ·. ... w .;J: ....... L.L L.L ·•··• I ;:::!; :fit I J: ····-J: ··:."-:. ... ~ ~ ~ ~~~~ a.. a.. ... w . · .. L.U 0 15 Jit:: ~rf~ 15 0 ::~: 1511 ·:::: 50{6 ~=:.~ .... ~: .. ~: ····· ·:;';. ... . . . ·::~~ ..•.. ::·~L 20 f.·.;·. 2010 20 :::~1 ... 25 25 NOTE: Explanation of symbols is shown on Figure 3. 106 0223 ~tech LOGS OF EXPLORATORY BORINGS FIGURE 2 H EPWDRTI-I.PAWLAK GEOTECHNICAL LEGEND: ~ TOPSOIL; sandy silty clay, firm, moist, dark brown, roots. ~ WEATHERED CLAYSTONE; silty, sandy, moist, brown. SANDSTONE BEDROCK; very hard, slightly moist, gray-brown. p Relatively undisturbed drive sample; 2-inch J.D. California liner sample. ~ Drive sample; standard penetration test (SPl), 1 3/8 inch 1.0. split spoon sample, ASTM D-1586. 112 Drive sample blow count; indicates that 45 blows of 140 pound hammer falling 30 inches were required to drive 45 the California or SPT sampler 12 inches. NOTES: 1. Exploratory borings were drilled on March 17, 2006 with 4-inch diameter continuous flight power auger . 2. Locations of exploratory borings were measured approximately by pacing from building corners staked in the field as shown on Figure 1. 3. Elevations between exploratory borings were measured by instrument level. Boring 1 is about 1 foot higher in elevation than Boring 2. Boring logs are drawn to depth. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC :::: Water Content ( % ) DO = Dry Density ( pcf ) 106 0223 ~tech HEPWORTH-PAWLAK GEOTECHNICAL LEGEND AND NOTES FIGURE 3 I Mo isture Content = 6.5 percent Dry Density = 133 pcf Sample of: Weathered Claystone From: Boring 1 at 3 Feet ' I I - 2 ~ I C~I I ! Q 1 I ~h ~ Expansion ........_, I ~ upon 1P.., rti o wetting "- ~ 1 ,__ j -LLLil~ r-h~ ~ I I ~ I ~ 2 I I I I () I I I I : I I 0.1 1.0 10 100 APPLIED PRESSURE ( ksf ) 106 0223 ~tech SWELL-CONSOLIDATION TEST RESULTS FIGURE 4 HEPWORTH·PAWLAK GEOTECHNICAL ra .ttwr~ 8~-oCo ,/ ed ~Joo.oo I D/li/0~ i GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 1 08 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 Permit 5P-\OCb~ 4219 Assessor's Parcel No. This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT I a bu ilding or use permit. . ' PROPERTY _,... d ~L 6Ll-n b -: Ll •. d'~ c.::::-~wner·s Name ( Co Me 1 d Present Address ~0 £4.,t 0 } Phone _____ _ System Location Lfi55f:b C ~ ~) ) c; l Q}-~ Legal Description of Assessor~:~ No. ~ ) S / -~~ -{;() -;:} =J } SYSTEM DESIGN /.5"/J 0 Septic Tank Capac ity (gallon) Other 17 Percolation Rate (mlnutesllnch) Number of Bedrooms (or other) s r t{;c ~ j ,tj~ · /S~.f.t .Le~~· ¢ Required Absorption Area -See Attached rl1 · .. ~ 'L /) /. ,/ 1 '11lfl t-., = ~ I U-1~ '" ,., ~ r Special Setback Requirements : ?35'/1J t-,~ h< 4 ~ /D 2-~ D /0 ·3 -6 b. /L . . ~ '"'J-1l.A--L L ate Inspector _....;~;;,_ __ v_· ________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ;11 L( I u l-},,l.,: i ;( Septic Tank Capacity·_.:.../-='57>,~..::()~-·----------------------------- Septic Tank Manufactu rer or Trade Nam e ---'(_"""'""I ~~1fl.ll2=}:..:.....t.:.O:.J.--'-b-=---------------------- Septic Tank Access within 8" of surface ~ Absorption Area &/J Wrt v h t IJ irP-/!L d Absorption Area Type and/or Manufacturer or Trade Name '<::7( ?-£!? tf fer C:L, , -f ( Adequate compliance with County and State regulatlonslrequlrements.~/f/,...:_a.::;,::;~------------------- Other ---------------;:-------------------- Date ~ 7 -D 7 Inspector _:.A:...:~~d::......J..t..:....l /;£;....; •. LI--.1~/l::::.f_:tf~p(_::....:=, __________ _ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDinONS: 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 buildi ng requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit 3. Any person who constructs, alters, or installs an Individual sewage disposal system In a manner which Involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine-6 months In Jail or both). White-APPLICANT Yellow-DEPARTMENT 1 No. _ ~f Cf:io l c:::: .::3 Assessor's Parcel Neal~\-"3C:::f+~ DO -'d9>l 58~0 --s-acy-olo Date Job Address -< ~S? Phone# CZf1~-"Z..«i~'B \ '" ~-\l.dl' c .;u • • ----~ Address Phone # ~ 1 (, -z..n'-j. -\J. "Z.. '5 -<5 C\A.-0 ~ej~faYks : Front,. t;;;::c Rear, ::::rl RH LH Zoning -q'.} On lJJ \.f. r:...J\..:'-S:Q... ~~U:!J=il· INSPECTIONS Soils Tes~ i-Co~~ Weatherproofing __________ _ Footing ~ ,()rn df.~ ~ Mechanical ____________ _ Foundati~crr.J;. Electrical Rough (State) ________ _ Grout Electrij;al ..Fin~ (State)------~~~ Underground Plumbin Final C['J..-b 1 /Checklist Compj§ted? JG'Y?'fJ Rough Plumbing Certificate Occupancy# ":5~~..:5 Framing -/ -' 0 Date ~~-0~ ~ ::;:::::::: -A lnsul~tion !5.-/te-oZ tt+n Septic System IJ_~:U.f Roofmg Date __ ...~o_..::....:e-~l2'--..!:D::,_3Q._~:::....,_---- Drywall 4-3-iflj)i/1f Final 5":. 7-t:>(p A?nb-- Gas Piping '-t -r~bLP'fll\ Othe~ ---:.~&---------~ NOTES C ~XY.;.~-'"")\~~ '-\J-\\\ ~~ --h_ ~~-AGel~~~ vvvi:p . ~~ C sO . ~ ~~ l'-'tw"'-11... ok~ \..~""~ /ifflln fo /0-~-ot. (continue on back) EXTERIOR Address No.---------------- Drainage ----------------- Decks-support & clearance to wood ------- Decks-stairs & ralls ------------- Exterior locks -----'----------- Fiuhlng around doors & windows -------- lnaeclscreens --------------- INTERIOR GARAGE Fire wall separation ------------ Service doors-1-lt" min.----------- Door (20 min.) w/aulo closer-1-lt" min . _____ _ Mech . equip. 18 H above floor ________ _ No opening Into sleeping araa ________ _ BASEMENT ·CRAWL AREA Ac~ss ________________________________ _ Insulation -------------------- Hesdroom/Siairs ______________ _ Ventilation ----------------- FINAL CHECKLIST MECHANICAL ROOM Boller·----------------- Hot water -------------- F.A. gas/oil ____________ _ Floor draln•------------- Ciearance ___________ _ Air con . system __________ _ Hot water heater ------------ Combustion air _________ _ Gas piping . valves ________ _ LPG Drain ----------- A REPLACE/STOVE Clesnmce to combustibles, ______ _ Termination of chimney _______ _ Combustion sir __________ _ Hearth 1'2" or 20 " on aides) ------ Glass doors __________ _ Cerlllied by : ___________ _ REMARKS STAIRWAYS Headroom (6'6") ------------- Railing & guardrails ---------- Width ______________ _ Rite & run ------------- KITCHEN Clearanc;e above grill _________ _ Exhsustlan ------------- Broiler ellhaust (I hr. chase)-------- BEDROOMS Egress ________________________ ___ Smoke detector -------------- BATHROOMS Exhaust fan ____________ _ Shatterproof glan ___________ _ OTHER ;' ~h·---------------------~ INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POST ED ON THE JOB 24 IIOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued8:.Glf1:.~ .... Zoned Area ............................... Permit NoJ~l ............. ... AGREEMENT In consideration of the issuan\!e 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 if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. This Card Must Be Posted So II is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 10 _ 13 . or., L1..A Driveway Foundation /0 '31..1fJ b JQin._, ~ Underground Plumbing {0 . ~l-Ot-, fJ1tA Insulation ..7-/£. -£)7~ Rough Plumbing 3; /2 -07 ..G1rt Drywall Y-3-o 7 .$l¥- Chimney & Vent _g,_ /2. -{)7 Jblm. Electric Fina l (by S la te l ns pec:&or) ~~ 'PF Gas Piping 3 -15 -07_ Ah11 Final 'l-/;1.. -o 7 ~ Electric Rough (By State lnsp ec:to~ Septic Final ~ -7 ·D7 ~ Framing ~-(fn;~7 ~~~' Notes: (To include Roo n p ace and Win ows and Doors install ed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE -For Inspections Cnll384-5003 108 8th Sh·eet Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date~2!"-Bv/k~ LACED OiJTS)_ ~fYvER WITH CLEAR PLASTIC Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreas urer Pro~rty Search I Assessor S ubse t Q ue ry I Assessor Sales Search C lerk & Recorder Reception Search a.asic_B_uilding,_ Cllaracteristics I J~J.Dfoi11la tion Parcel Detail I Yalue_Detail I Sales Detail I Reside ntial/Commercial ImP-rovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number If Mill Levy I I o23 II R23o8n II 2t8t304oo221 II 44.612 I Owner Name and Mailing Address !BROOME, GARY & LORI M. I 16336 COUNTY ROAD 311 I jNEW CASTLE, CO 81647-9625 I Legal Description IDESC: SEC 30 SESE, SEC 31' NENE. IPRE:R023337 BK:1719 PG:645 IRECPT:680796 BK:0919 PG:0799 IBK:0858 PG:0101 BK:0758 PG:0791 Location I Physical Address: 116336 311 COUNTY RD SILT I I Subdivision: I I Land Acres: 1180 I I Land Sq Ft: llo I Property Tax Valuation Information I II Actual Value II Assessed Value I I Land: 11 22,41~1 6,4901 I Im~rovements: II 102,85011 9,03~ http://www .garcoact.com/assessor/parcel.asp ?ParcelNumber=218130400221 7/21/2006 Parcel Detail Page 2 of3 II Total: II 125,26011 I5,52ojj Sale Date: 113/30/1993 Sale Price: 11130,000 Basic Building Characteristics Number of Residential 14 I Buildings: Number of Commllnd io I Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: 111,618 ABSTRACT CODE: II~~CH RESIDENCE- ARCIDTECTURAL STYLE: 112-STORY EXTERIOR WALL: liT -11 SHTNG EXTERIOR WALL: IIWOOD LAP ROOF COVER: llcOMP SHNGL ROOF STRUCTURE: IIGAMBREL INTERIOR WALL: IIDRYW ALL FLOOR: llsHT VINYL FLOOR: llcARPET HEATING FUEL: IlGAS HEATING TYPE: II FORCED AIR STORIES: llsTORIES 2.0 BATHS: III ROOMS: 116 UNITS: III BEDROOMS: 112 YEAR BUILT: 111909 Tax Information I Tax Year Transaction T~pe Amount I I 2005 Tax Payment: Second Half ($346 .19)1 I 2005 Tax Payment: First Half ($346 .19)1 I 2005 Tax Amount $692.381 ~- http ://www .garcoact.com/assessor/parcel.asp ?ParcelN umber=218130400221 7/21/2006 Parcel Detail 2004 Tax Payment: Second Half II ($383.72)1 2004 Tax Payment: First Half II ($383.72)1 2004 Tax Amount I $767.441 2003 Tax Payment: Second Half ($427.14)1 2003 Tax Payment: First Half ($427.14)1 I 2003 Tax Amount $854.281 2002 Tax Payment: Second Half ($412.08)1 2002 Tax Payment: First Half ($412.08)1 2002 Tax Amount $824.161 2001 Tax Payment: Second Half ($409.93)1 2001 Tax Payment: First Half ($409.93)1 2001 Tax Amount $819.861 2000 Tax Payment: Whole ($864.22)1 2000 Tax Amount $864.221 1999 Interest Pa~ment ($8.60)1 1999 Interest Char~e $8.601 1999 Tax Payment: Whole ($860.12)1 1999 Tax Amount $860.121 ToP-of Page Assessor DaLabase Search Options I Treasurer Database Search Options Clerk & Recorder Database Search OP-tions Garfield County Home Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. 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=218130400221 7/21/2006