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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 9cisit45 Job Address C J ! ' V l . Ilgo 4i a Dr. ALN Nature of Work Buildin2ldPermit ( ()± ar: "Ale .[/1 �L41 Li r , Use of Building 5' + On C (i Owner [Air] ffi:kC•t d o L3f Contractor ( J1/(%�L&— OILY/ s -d. Amount of Permit $ v%2S (Le (O f Date 3-7--() 0 a L - bS - (MDCM, Clerk Permit No: GARFTELD COUNTY BUILDING PERMIT APPLICATION 108 8'a Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 ParcelScheduleNo: '.CV' 0C2-0-1.37_0 AGREEMENT PERMISSION IS HEREIY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS RETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE 1SSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THA f IF THE ABOVE SAD) ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE,THE PERMIT MAY BE REVOICED BY NOTICE FROM THE COUNTY AND THATTHEN 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 FRO At THEREAFTER REQUIRING TBE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTBER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OP THE OWNERS INTEREST. Garfom.003 I HE YAC WLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): s Job Address: 0Lick s 3orL 1\-,1/44._,...L5,,) �r•,>L �k-1 Co ZLS Z 1 Lot No: Block No: Subd. / Exemption: )-O Su., Jw-e„(Jw LA-c-ies 2 Owner `` i� N Aa ..� A�lddress 11 'Lc.: \- ,.kA. Pb: cl'lo-9511,-SZto Wk Ph: 3 t1,�`i3`+ Contractor: Car- ,�., C.a s�co�.o.A Address: '!SLI M„_.,, s\_S..1\•••no Ph.• s- 11,-s2i o Lic. No. 5s -sous- 4 Architect/Engineer:/Address: \A‘.. -Tc ..� .,�.�.,.� 1.3,4_,L, -,Ph: 415s1 c�a,,a 31l Lo R1D 'd-lip-ZLw Lic. No. 3 u 7S`( 5 Sq. Ft. of Building:Sq. 270 Ft. of Lot: a-ossA-c Height: „ -� c,li No. of Floors: 6 Use of Building: Ll `1 o.i p.a\ k c i1-.-1 clan3AJ 7b�` `^� Spuc W co.a.na f.s}t- vi'ctL1 7 Describe Work: nn ^ I V e...) C ,7✓,S1,-,.., c-1-. 0.1 8 Class of Work: of New ❑ Alteration o Remove ❑ Addition o Move 9 Garage: o Single & Double Carport: ❑ Single o Double 10 `� 6 Driveway Per it o On -Site Sewage Disposal a Site Plan F(Septic) a 60 11 pon of Work: Valua on of Work: S a'1 Adjusted Valuations: S 12 Special Conditions:,�iy .32, t-13 LA Litlii k itlu41S Ck Qom 1-fi.erro NOT C[ E A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. Plan Check Fee: /ISD, Permit Fee: /738 .55 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUION OR WORK LS SUSPENDED OR FOR A. PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS CONMMENCED. Total Fee: Dated Permit Issued: 2-#- Q 3o/8.6e! �8.rel /s' - 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE oC Const. Type: COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL LAW REGULATING CONSTRUCTION OR TIB PERFORMANCE OF CONSTRUCTION. r 1 THE OR zoning: Setbacks: F Th- I 1,1 aa„, A- I 0(c Manu. Home: ISDS No. &Fee: 150P �s ei DATE SO cf° i z-! -So (Pt \ l0 1/ a`4tfc10 r BLDG DEPT. c PPPGGLCCNl7G. DEEYFT. 'APPROyAL/I. / TE APPROVAL/DATE AGREEMENT PERMISSION IS HEREIY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS RETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE 1SSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THA f IF THE ABOVE SAD) ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE,THE PERMIT MAY BE REVOICED BY NOTICE FROM THE COUNTY AND THATTHEN 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 FRO At THEREAFTER REQUIRING TBE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTBER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OP THE OWNERS INTEREST. Garfom.003 I HE YAC WLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): s The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to 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 OF OCCUPANCY 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 occupant', use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 1 kNS . Signature BpcontOct2004 Date 11240 (a t KP& 64 -At -- FFA ESTIMATE FINISHED LIVING SPACE: X 74.68 = 1 \ . zIC too UNFINISHED BASEMENT: AD .1 X 41.00 = CRAWL SPACE: `)Si o X 9.00 = 7 3 ‘3L GARAGE: 111.00 = `r UNCOVERED PATIO/DECK: X 12.00 = COVERED PATIO/DECK: 3,1 , X 24.00 = z - MISC. MISC. TOTAL VALUATION: D:3 Z • ` • t a PLAN REVIEW FEE: 1130 b 1c PERMIT FEE: I ri3 S S' TOTAL: )%61? MANUFACTURED HOME SET UP FEE: SEPTIC --- PERMIT: SD PERK: 0 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. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes 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 comer lot. Special setbacks do apply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing j l in accordance with the IRC or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and ssots? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ,...---- 9. 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes / 10. 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 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 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes / No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes / No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes / No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes / No 21. Will this be the only residential structure on the parcel? Yes / No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes / No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 550.00 re -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 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 No 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes � No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time o applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a buildio yermit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire distric 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 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 1/ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. z5 - Signator@ of Owner Phone: 9'I 0 - $9 b- 5220 (days); Date q'10 -%'lb (jt{o'{ (evenings) Project Name: ✓� '"\2x—c.lot..t5�1 Lo,Zv Project Address: ©�-lct S Ivoc-a�. !" toju w R \' �(�S Z Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name\. L i System Location C Imo` >Legal Description of Assessor's Parcel No SYSTEM DESIGN - II Permit Assessor's Parcel No. AI'c r This does not constitute a building or use permit. Present Address / ~ t ( 1 ^I r 11�— , n �t • I ll 4 Phone 9'74: — _ C) Septic Tank Capacity (gallon) Other 7 //, ^2 Percolation Rate (minutes/inch) Number of Bedrooms (or other) , ` / 1)' 72"<"-e /grog Aire Required Absorption Area - See Attached 1.?/�- ,y�/ t --i J 1 VrL -: Special Setback Requirements: ,/,:',9 7" ,-,- ",1 - pp2is� 011 3 V Date '/-/7-r6 Inspector / Fr/ A rf 7'L:) f/� C FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installs Septic Tank Capacity / r r. Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area i, - /z) Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements ' i G Other Date Inspector %rr,/l (.9 .1 -- RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in Jail or both). PLAN REVIEW CHECKLIST Applicant (frt,lD AR- Zo Building ,/Engineered Foundation .(JI.Driveway Permit �&rrreyed Site Plan -75-0 / Sept Permit and Setbacks �GGrade/Topography 30% "Attach Residential Plan Review List Minimum Application Questionnaire " Subdivision Plat Notes dAl. Fire Department Review ✓Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions LA/ lication Signed Reviewer To Sign Application Parcel/Schedule No. 44-40# Snowload Letter- Manf. Hms. Soils Report GENERAL NOTES: Date Z-7- 02 Planning/Zoning Property Line : etbacks 30ft Stre.. Setbacks Floocj/Plain Building Height ZiOning Sign -off oad Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes H HEPWORTH - PAWLAK GEOTECHNICAL Henknit6-Paw]ak Ge,mchnx.il, Ing 50_J0 Gount% Road 154 Cilcnwnod 8pr]n s, Coltnn.L, S16C] rnnnc 97D-945-7988 Fay `77C-945 8454 email hr en©hpeotech com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 20, SUN MEADOW ESTATES COUNTY ROAD 216 GARFIELD COUNTY, COLORADO JOB NO. 105 363 OCTOBER 31, 2005 PREPARED FOR: CARIBOU CONSTRUCTION ATTN: FRED COOKE 734 MAIN STREET SILT, COLORADO 81652 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Sticerthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION - 1 - SITE CONDITIONS - 2 - FIELD EXPLORATION - 2 - SUBSURFACE CONDITIONS - 3 - DESIGN RECOMMENDATIONS - 3 - FOUNDATIONS -3- FLOOR SLABS -4- UNDERDRAIN SYSTEM -S- SURFACE DRAINAGE - 5 - PROFILE BORING - 6 - LIMITATIONS - 6 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located at Lot 20, Sun Meadows Estates, County Road 216, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Caribou Construction dated May 3, 2005. Hepworth- Pawlak Geotechnical Inc., previously performed a preliminary geotechnical study for Sun Meadow Estates (formerly Mamms View) and reported our findings under Job No. 100 169, dated March 28, 2000. A field exploration program consisting of one exploratory boring in the building area and one profile boring in the septic disposal area 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. 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 one story wood frame construction above a crawlspace with a garage. Garage floor 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. lob No. 105 363 -2 - 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. SITE CONDITIONS Lot 20 is located on the north side of County Road 216 and on the east side of North Meadow Drive. The site was vacant at the time of our field visit. The lot is 2.055 acres and the building area is located in the front (west) part of the property. Vegetation consists of grass and weeds. The ground surface is relatively flat with a slight slope down to the south at a grade of about 2 percent. FIELD EXPLORATION The field exploration for the project was conducted on October 4, 2005. One exploratory boring was drilled in the building area and a profile boring was drilled in the septic disposal area 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 -45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch I.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 for review by the project engineer and testing. Job No. 105 363 SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consisted of about 1/2 foot of topsoil overlying sandy clay depths of 7312 to 30 feet. Slightly gravelly silt and sand was encountered below the clay soil to the depth drilled of 21 feet at Boring 1. Laboratory testing performed on samples obtained from the borings included natural moisture content. dry density and percent finer than the #200 sieve. Results of swell - consolidation testing performed on a relatively undisturbed drive sample of the sandy clay, presented on Figure 4, indicate low compressibility under existing low moisture and light loading and a low expansion potential when wetted. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist to moist with depth. 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 natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural soils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this Job No 105 363 Gecpitech -4 - section will be about 1 inch or less. Additional differential movements could be on the order of'L to 1 inch if the bearing soils become wetted. 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 12 feet. Foundation walls acting as retaining structures should also be -• designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 50 pcf. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the undisturbed natural soils, The exposed soils in footing area should then he moistened and compacted. 6) A representative of the 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. There could be some potential for slab movement if the subgrade soils become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch Job No. 105 363 ccaUPt ch 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 soils devoid of vegetation and topsoil. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area 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 and, crawlspace 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, sump and pump or drywell. 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 11/2 feet deep. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Job No. 105 363 G& tecn -6- 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 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 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 should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from foundation walls. Consideration should be given to use of xeriscape to reduce the potentia] for wetting of soils below the bui;ding caused by irrigation. PROFILE BORING A profile boring was drilled in the proposed septic disposal area at the location shown on Figure I. The subsoils encountered, below about six inches of topsoil, consisted of sandy clay to 7'/ feet overlying silty sand to the boring depth of 11 feet. The log of the profile boring is shown on Figure 2. No free water was observed at the time of drilling and the subsoils were slightly moist to moist. 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 Job No. 105 363 -7 - 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 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 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. Louis E. Eller Reviewed by: Steven L. Pawlak, P. LEE/ksw Job No. 105 363 LOT 19 LOT 20 BORING 1 • PROFILE BORING • --------------- NORTH MEADOW DRIVE APPROXIMATE SCALE LOT 21 105 363 ca'rkecr, Hepworth—Powlck Geotechnical LOCATION OF EXPLORATORY BORINGS Figure 1 Elevation - Feet ^_ 100 95 BORING 1 ELEV.= 100' 29/12 WC=6 0 DD=115 36/12 �— 90 �.,� 22/12 r t,`T- WC=6.7 _ 2.•: DD=119 _ -200=72 85 ...,—.° 40/12 — t 80 30/12 75 LOT 20 PROFILE BORING ELEV.= 98' 24/12 WC= 10.2 DD=97 -200=96 21/12 Note: Explanation of symbols is shown on Figure 3. 100 95 90 85 80 75 Elevation - Feet 105 363 .4istect, Hepworth—Pawlak Geotechnical LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: ® TOPSOIL; sandy silt and clay, organic, firm, moist, dark brown. 29/12 CLAY (CL); sandy, silty, very stiff, slightly moist. brown, low to medium plasticity, calcareous. SAND AND SILT (SM -ML); stratified silty sand and sandy silt, slightly gravelly, medium dense, slightly moist, brown. Relatively undisturbed drive sample; 2 -inch 1 D. California liner sample. Drive sample blow count; indicates that 29 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. NOTES: 1. Exploratory borings were drilled on October 4, 2005 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 referred to Boring 1 as elevation 100 feet, assumed. 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 (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve 105 363 Geotech Hepworth—Pawlak Geotechnical LEGEND AND NOTES Figure 3 Compression - Expansion % ro - O — N Moistur3 Content = 6.0 percent Dry Density = 115 pcf Sample of: Sandy Clay From: Boring 1 at 2 Feet o- — a ID Expansion upon wetting 0.1 1.0 10 100 APPLIED PRESSURE - ksf 105 363 G iNh SWELL-CONSOLIDATION TEST RESULTS Figure 4 Hepworth—Pawlak Geoteohniml Job No. 105 363 Z J - W _U 1- Z )~j) 2 W U H w r H Ce LIJ O Y � 2 g-10 J co Qag CL ~ LL = O C a LU 2 I!) SOIL OR BEDROCK TYPE Sandy Clay Sandy Silt I Slightly Sandy Clay I UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS PLASTIC INDEX (%) Ct a� td J PERCENT PASSING NO. 200 SIEVE 72 01 0 0 0 t� GRAVEL (%) NATURAL DRY DENSITY (Pcf) In .--( ,--1 o, ,-. .-. 97 NATURAL MOISTURE CONTENT (%) O N N QOe o 0 N 0 V J ato x Q 0 o ZN N. S° N y aw° Jan 24 06 04:OOp Harry Garner 9708762209 p.2 i 11 rn O 0 VJ CD M m 13 o �D Nz c/ O CS T O & M 54E04471'W 3085? 15' WIDE GRAVEL ORVEWAY lfi4_-4' 175'-0" _224'-9 11 217X1 II' THICK E APRON GA, I Garner Associates, Inc. 4181 County Road 311 New Castle, CO 81647 (970) 876-2210 FAX 876-2209 Gamer harry(gmsn.com FIELD CLARIFICATION PROJECT : SUN MEADOW ESTATES, LOTS 19-20 JOB# 0518 FIELD CLARIFICATION #02 04-10-06 This Field Clarification is a part of the Contract Documents and modifies the original specifications and drawings for all models as noted below. 1. Expand the attached garage on Tots 19 and 20 as shown on the attached sketches. • Lot 19 shall be expanded as shown on Sketches SK -1 through SK -5. • Lot 20 shall be expanded as shown on Sketch SK -6 and mirrored sketches SK -2 through SK -5. END OF FIELD CLARIFICATION #01 Harry Gamer Garner Associates, Inc. t c!*o(o �. CO 7 11 c r X m 0 m m Z 4 I I I II 7C 0 n ii 0u N :: 10 0 NE NM SK -5 CLARIFICATION 02 04-10-06 c 7J m< 0) rm o y jD CO T 1 1 1 1 1 r 0 m \TNmp [.Z V r z -�sb����.5 a 1_ ' i _ 0) w 0 C is N S K-4 CLARIFICATION 02 04-10-06 (BP) -1 7'X4'' CONC r FOOTING W/4I5 REBAR 6.O.0 EACH WAY 74' SO- CONC FOOTING WAM5REBAR®6'O.0 EACH WAY 13'-1 1/7 9'-3 1Q' 4' CONC SLAB W/ R3 RaAR 24' O.0 EA WAY OVER 4' OF 314' ROAD BASE SLOPE 1/4' PER FOOT REMOVE STEM WALL AS REQUIRED TO POUR GARAGE FLOOR FLUS/-. AND CONTINUOUS/ C 5 if igi ‘?" 8'4 117 DOWEL TYP FOOTING PND STEM WALL REBAR 18' INTO EXIST FOOTING AND STEM WALL AND EPDXY 0 FL 9-0' SK -3 CLARIFICATION 02 04-10-06 1 1 1 1 V/ m'^ 1 VJ rm o p D co xi r A O O Z 1- 13'812' Bearoom 3 Launary 13'8 12' 7-11 1/2' in 1 12' n 0 • 0 0 Pantry Garage UNE OF EXISTING EXTERIOR WALL Dining 10 7' 12': 5-3 12' 4'd 114' 6-0 1/4' 68 1/2' 2Y-0' 6-e 114' SK -2 CLARIFICATION 02 04-10-06 11.-7 SK -1 CLARIFICATION 02 04-10-06 N Z T o m coa N m EXPANDED GARAGE AREA O 0 8r• 1 I C17 8 ti 16' WIDE GRAVEL DRIVEWAY 164'-4' 0 1751-0' 224'-9 20'X18`4 HICK CONCRE E APRON 1 PARKING SPACES (2 SPACES PROVIDED P4 GARAGE) SIM 1211W 351.8 SK -6 CLARIFICATION 02 04-10-06 Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number Mill Levy 020 R041245 217905202020 45.405 Owner Name and Mailing Address SUN MEADOW ESTATES, LCC 734 MAIN STREET SILT, CO 81652 Legal Description SECT,TWN,RNG:5-6-92 SUB:SUN MEADOW ESTATES LOT:20 PRE:R005381 BK:549 PG:615 BK:372 PG:115 BK:360 PG:441 BK:334 PG:415 BK:217 PG:476 BK:214 PG:201 BK:2I3 PG:596 BK:207 PG:315 BK:180 PG:491 BK:1571 PG:651 BK:1186 PG:328 BK:1175 PG:878 BK:1159 PG:829 BK:1150 PG:774 BK:1150 PG:511 BK:0565 PG:0163 BK:0549 PG:0615 BK:1610 PG:430 RECPT:657177 BK:1571 PG:746 RECPT:648963 BK:1571 PG:803 RECPT:648969 BK:1571 PG:801 RECPT:648968 BK:1571 PG:799 RECPT:648967 BK:1571 PG:797 RECPT:648966 BK:1571 PG:749 httn•//www oarrnart enm/accrccnr/narrel acn9ParrelNnmher=217905202020 11/9/2006 Parcel Detail Page 2 of 3 IRECPT:648965 BK:1571 PG:744 RECPT:648962 BK:1571 PG:701 RECPT:648960 BK:157I PG:686 RECPT:648959 BK:1571 PG:655 RECPT:648951 BK:1571 PG:653 RECPT:648950 BK:1571 PG:651 RECPT:648949 BK:1571 PG:649 RECPT:648948 BK:1571 PG:648 RECPT:648947 BK:1571 PG:647 RECPT:648946 BK:01571 PG:739 RECPT:648961 BK:1401 PG:325 RECPT:613636 BK:1401 PG:323 RECPT:613635 BK:1301 PG:499 RECPT:591549 BK:1199 PG:619-620 RECPT:567070 BK:1150 PG:515 RECPT:552105 BK:1150 PG:513 RECPT:552104 BK:1150 PG:511 RECPT:552103 Location Property Tax Valuation Information Physical Address: SILT Land: Subdivision: SUN MEADOW ESTATES Improvements: Land Acres: 2.055 Total: 87,600 Land Sq Ft: 0 Township 1 Range Section 5 6 92 Property Tax Valuation Information Sale Date: Sale Price: Basic Building Characteristics ..,K ,._fl 1-7onc1mmn 11 /0/)1111A Actual Value Assessed Value Land: 87,600 25,400 Improvements: 0 0 Total: 87,600 25,400 Sale Date: Sale Price: Basic Building Characteristics ..,K ,._fl 1-7onc1mmn 11 /0/)1111A Parcel Detail Page 3 of 3 Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2005 Interest Payment (S40.37) 2005 Interest Charge $40.37 2005 Tax Payment: Whole ($1,009.36) 2005 Tax Amount $1,009.36 2004 Interest Payment ($2.17) 2004 Interest Charge $2.17 2004 Tax Payment: Whole ($36.22) 2004 Tax Amount $36.22 Top of Paee Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database_ Search Options Garfield County Home Page 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. --/- _ - nr/D...,, IXT,,.nhar_fl 1-7onc1mmn 1 1 ignnnf No. Cis( --1-5 Job Address Owner l` Contracto k. Assessor's Parcel No,D1-l9-CSV-M9- Lao Date -9-cmcc, As IO uJ 7Tr �i s)faark-o 1.a at F Address73I Mair J O Lx_ (E4 1 situp Frontr up/ i a aq �G 4w1 3-3/-o(P Soils Test Footing Foundation Address Rear Z IL_ Phone #S 7&-S.aali Phone # RH LH Zoning ,� INSPECTIONS Lf -9,1460e " Grout Underground Plumbing Rough Plumbing-'20-ric nc9Y\ Framing 5? -30-0b Insulation q- J -t62 4)11 Roofing Drywall Gas Piping EXTERIOR Address No Drainage Decks -support 8 clearance to wood Decks -stairs 8 rads Exterior locks Flashing around doors 8 windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -13/4" min Door 120 min 1 wlauto closer -14k min Mach equip 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation .7 HeadroomfSlairs Ventilation NOTES Weatherproofing Mechanical Electncal Rough (State) 71,30-/76 w/ ElectrC Fin I (State) Final �l- -�4 /Checklist mpletetl? Certificate Occupancy # Date, \-()( Septic System # � Date -ns -9"�co Final 7)'7"O9 t7 ro — Other FINAL CHECKLIST MECHANICAL ROOM Boder Hot water F A gaaroil Floor drain Clearance Air con system Hot water healer ...5741-4.- �(jn 0 _ Combustion air �-"`� Gas piping, valves LPG Drain f,L FIREPLACE/STOVE Clearance to comoustibles 07 - Termination Termination of chimney Combustion air Hearth 112" Or 20" on ai ) Glass doors Certified by REMARKS (continue on back) STAIRWAYS Headroom (68") Railing 8 guardrails Width Rise 8 run KITCHEN Clearance above grill Exhaust tan ••'" Broiler exhaust (1 hr chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust tan frVy Shatterproof glass rZ OTHER L INSPECTION WILL NOT BE MADE UNLESS • THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued3- L: °Ca Zoned Area Permit No 91145. AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that 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. ...� uses/ran GSpt 4-�. �oldau) Can i lu.. COATI Contractor koJT. Address or Legal Description J Owners(Aot4. Setbacks Front Side Side Ben — _ This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 3) _ Q _ 0 6 kt11k_i Driveway Foundation 3 -3i -DL _ trio /vk Underground Plumbing �j, o.0c,6At Insulation G,/_7 -a6 kiik Rough Plumbing :. 30.O6 (am Drywall q _i y _06 )9,t-' Chimney & Vent 3D _ Db cwt.\ Electric Final (by State Inspector) // 3-O'Gv/ Gas Piping -St— t. ,a, Final //...F._06, Electric Rough (By State Inspector) '("7 Septic Final i_/ -D6/ Framingpp-3O-rpb (To include not in place i noWindows and Doors installed). Notes: 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 Call 384-5003 108 8th Street Glenwood Springs. Colorado APPROVEDDO NOT DESTROY THIS CARD Date3- Ig'o By IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC