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Home My WebLink AboutApplication- Permit. 4 •• Garfield County Building & Sanitation Department 108 8`" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Addressi t 2JC r)( j P� �� V r Pei \ 1. 0 SZ NO. 911 Nature of Work Building Permit(9 I R1 `) Ue of Building Owner -no -(mi\ 1\n ,c Contractor na - ?Y Amount of Permit $ 2),P8"5'3 F 3 ' Date r__ - Clerk 31 43C -Sra4-4914 fritrb I Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8's Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212! Fax: 970-384-3470 / Inspection Line: 970-384-5003 1 112' Parcel/Schedule No: 7.147- '; SI 00 —o l O AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED 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 REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 31.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN 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 THE 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 OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TILEVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY SPONSIBILITIES OR LLIBLFTIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLV WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDEDIL TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 ca 4 IY(1MOWrE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):/� - Job Address:... -'-1-C �/ -1-Ovelr tit iI jZei CaHob ,-dek(e Gyit 1 Lot No: a. 1O Block No:��pp Subd. /ExemptiopG51*'v 5 1110 r�iDt.�� 11 A tr5r f }{om�S�ta(I n 2anck 2 Owner: vijstin,4a,w r Address PO.46.,Ix.2`7,S a•.s-V'-' Co 'Ma-) Ph: g70-9../7-3715—'WkPh:97° 27y - ore 9 3 Contractor+"l,a'I•a) Qs. L.) With" Address: Q.o. &nr �S -S gns.l1. c. 4IcaI Ph:970-917-Z7Ir Lic. No. 4 Architect/Engineer:An.. /J'r.tf'G Awlrfz t ,tsscC...ks Address: Sall , al, e/ in GJe+tw•i•ISSee pop CIO Ph: qy5—Ci. 3 0 Lic. No.Crl•rJU I %7 ei 9 5 Sq. Ft. of Building: Sq. Ft. of Lot: 9/ 1 4.„,,,, Height: No. q( Floors: 6 Use of Buildon•r� CQAC r7r t / r1L, *CoVX a 1 7 Describe Work:,Qs ( -New 8 Class of Work: 7 o Alteration ❑ Remove o Addition ❑ Move 9 10 Garage: 7Single Double Carport: o Single D ubllees, kali Driveway Permi5 ea."--On-Site Sewage Disposal Site Plan y,NC.� V 0.� IA An 1 0/1 Evenvp i (Septic) $ 25 sx0 11 Valuation of Work: $ Adjusted Valuations: 12 Special Conditions: h} _iso pcn3 An) $ , R nt Ode,t Q.471 NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 NOT COMMENCED WITHIN I80 DAYS, OK, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF ISO DAYS ATANYTIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT 1 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 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. � Salk, C� �, L Plan Check Fee: 1 / 2 �3..7/(Q /'.Q CJ Permit Fee: /2:47.3'8 I/ 9 35 - Total Fee: Dated Permit.JIssued: 3 0 gj ,13 � 50 r .3 93 3/9/./3 7.86.„3:9 OCC Gr`oJup,I �O]j$t, Ty e: III '' 1, �I `77 • f f(, ti i J(_ (r Zoning: Setbacks: Manu. Rome: ISDS No. & ...-000 � Fee:if'sik r`r`! oR raw/ .. � ��s �• //// /// r ��'/ �p _3?ted �,,,��}p—,,,. '^ Y_ ' APPROVAG DE . s 1 f �� APPROVAL/� E APPROVo 1 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED 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 REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 31.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN 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 THE 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 OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TILEVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY SPONSIBILITIES OR LLIBLFTIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLV WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDEDIL TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 ca 4 IY(1MOWrE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):/� The follow•irig 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, ekttrior doors and windows installed, a complete kitchen With cabinets, a sink with hot & cold running ivatef, non-alisdrbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, 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 1997 UBC 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, 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 occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # y 1 y . oy/a Signature Date Bpcont03/2004 1 -,itertdp VALUATIa DETERMINATION Applicant /JP - Address tJ Date A o Finished (Livable Area): Main /5/ 3 " 9 Upper 1/ 34. Lower . �^ Other Total Square Feet 2 4 9 r, 6 Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 702, v 12) Valuation /S73 ' Decks/Patios: Covered Valuation Open Valuation 4,74 14 Total Valuation Subdivision f }toy-eSf&vd Es -FMCS Lot/Block Lot / 0 Contractor O W lne iT i$z, 78 /2, CS(E) /3('l7 4,, /74, 226, 210 3/alar it) 4i) f Rpt„n Applicant 4)/LC.S Address tod Date j6.p /FEE DETERMINATION / Finished (Livable Area): / Main /5—/3 r 4 9 Upper /1 Lower rBI Other 410 x Total Square Feet F./1nLValuation Qp[al\ 40ravg Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation 3089 469 Garage: Crawl Space: Valuation 702 ' 7 Valuation /S/3 `t % Decks/Patios: Covered Valuation Open Valuation 4,74 Total Valuation 'Saxons, FFS XIfw aLtt,p,ust f Subdivision j-{oni-eSf-&J csldes Lot/Block Lc f / 0 Contractor V4- OM - 42/78 / 213,'4j /2, 6 3co 12_,(off 7312!7 /3(0/7 22,6-12,10 255Mo e280333> 308! . 13 277- zO 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. 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: 106.3.1 (7.) 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 surveyors 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 X. 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 X 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 )( 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 2 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and theclearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? 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 Toads and wind loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes x 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 plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? 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 l� 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No X. 3 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 Uniform Building Co_ icier? 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 X 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 X 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 Y 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 X No 21. Will this be the only residential structure on the parcel? Yes X No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes y 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft.long? ✓ Yes 1 No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 4 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 7( 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 twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. Ml inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003.v Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes i< No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes X No 33. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department ? Ifa permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge 5 Department at 625-8601 or refer to the phone book for the State Highway Departments phone number. 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 of 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 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 X No (please check with the building department about this requirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A u I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature/Owner tt Date O`//0Er/A Phone: 27'] - vSU 9 (days); 927- S- (evenings) Project Address: LA- a 10 2andn Co. ((D wnct aAC Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information 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. Bpminreg03/2004 Project Name: 6 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph. 945-1318 FAX Date: 03-30-04 To: Building & Planning From: Bobby Branham Re: Driveway permit,exemption For: Michael Weldon P.O. Box 2425 Basalt CO 81621 Ph. 970-274-0509 Fx. 970-923-3715 Location: Lot 10, Homestead Estates Scope of Work: Obtain building permit Road and Bridge Concerns: This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge PLAN REVIEW CHECKLIST Applicant(, ) Ltt+Q Date 42 ‘- / � Building VEngineered Foundation Driveway Permit �, 1niP d Site Plan >5-o Septic Permit and SetbacksTs., rade/Topography 30% Vett Residential Plan Review List Minimum Application Questionnaire Subdivision Plat Notes An. Fire Department Review -i Valuation Determination/Fees 7Red Line Plans/Stamps/Sticker /Attach Conditions Application Signed Plan eviewer To Sign Application Parcel/Schedule No. (i 440# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes GCOZE'.Cil June 20, 2003 Mike Weldon P.O. Box 2425 Basalt, Colorado 81621 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 103 366 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Parcel 10, Homestead Subdivision, Garfield County, Colorado. Dear Mr. Weldon: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated June 4, 2003. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts on the site are beyond the scope of this study. Proposed Construction: The proposed residence will be one story wood frame construction above a walkout basement. Basement floor is proposed to be slab -on - grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located downhill and west of the residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: Parcel 10 consists of about 42 acres located in unincorporated Garfield County on the north side of County Road 115. Stover Valley Road crosses the northwest corner of the parcel and a rough graded driveway is in place to the building area. The ground surface in the building area slopes moderately down to the south with Mike Weldon June 20, 2003 Page 2 about 7 feet of elevation difference across the building footprint. The lot is vegetated with dense scrub oak, scattered pinyon and juniper trees, grass and weeds. Scattered basalt cobbles and boulders were observed on the ground surface. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about one to two feet of topsoil, consist of sandy clay with basalt cobbles and boulders. Practical digging refusal in basalt cobbles and boulders was encountered in Pit 2 at 61/2 feet and in the Profile Pit at 71/2 feet. Results of swell -consolidation testing performed on relatively undisturbed samples of the sandy clay portion on the subsoils, presented on Fig. 3, indicate low compressibility under existing moisture conditions and light loading and a moderate expansion potential when wetted. Results of a gradation analysis performed on a sample of clayey gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 4. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. The spread footings should also be designed to impose a minimum dead load pressure of 1,000 psf. In lightly loaded areas, a pad and beam foundation may be needed in order to impose the minimum dead load. The clay soils tend to expand after wetting and there could be some post -construction foundation movement if the bearing materials become wetted. Sources of the wetting include utility line leaks, uncontrolled surface runoff and over irrigation. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of Mike Weldon June 20, 2003 Page 3 footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 14 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcf for the on-site soil as backfill. Foundation Alternative: An alternative to providing a minimum dead load pressure would be to overexcavate the footing subgrade 3 feet and replace the expansive clay soils with a structural fill. Structural fill should consist of 3/4 inch road base compacted to at least 100% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The subgrade soils tend to expand if wetted and there is a risk of slab movement if the subsoils become wet. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50 % passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content slightly above optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience where clay soils are present that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground Mike Weldon June 20, 2003 Page 4 during spring runoff can also create a perched condition. We recommend below grade construction, such as retaining walls 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 Ph feet deep. An impervious membrane such as 30 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. 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. Excessive drying could increase the expansion potential of the soils. 2) Exterior backfill should be adjusted to slightly above optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. Mike Weldon June 20, 2003 Page 5 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 the building. Consideration should be given to the use of xeriscape to limit potential wetting due to irrigation. Percolation Testing: Percolation tests were conducted on June 12, 2003 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of about 1 foot of topsoil overlying sandy clay with basalt cobbles and boulders. The percolation test results are presented in Table II. Based on the subsurface conditions encountered and the percolation test results, we recommend a civil engineer design the septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to Mike Weldon June 20, 2003 Page 6 verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK •TECHNICAL, INC. Louis E. Eller Reviewed by: Daniel E. H LEE/rso Attachments: Figure 1 Figure 2 Figure 3 Figure 4 Table 1 - Table 2 - j44443 1,4747r�`� fsslONA' - Location of Exploratory Pits and Percolation Test Holes - Logs of Exploratory Pits - Swell Consolidation Test Results - Gradation Test Results Summary of Laboratory Test Results Percolation Test Results cc: Kurtz and Associates - Attn: Brian Kurtz 103 366 I HEPWORTH—PAWLAK 1 LOCATION OF EXPLORATORY PITS GEOTECHNICAL, INC. AND PERCOLATION TEST HOLES IFigure 1 Depth — Feet 0 5 PIT 1 DD -108 10 LEGEND: TOPSOIL; sandy silty clay, organic, firm, moist, dark brown. PIT 2 wc-17.0 Do -85 PROFILE PIT /. P i 0 5 10 BASALT BOULDERS AND CLAY (GC—CL); with cobbles, slightly sandy to sandy, gravelly, medium plasticity, medium stiff to stiff clay matrix, moist, light brown. 2" Diameter hand driven liner sample. Disturbed bulk sample. Practical digging refusal with John Deere 490 trackhoe. NOTES: 1. Exploratory pits were excavated on June 11, 2003 with a John Deere 490 trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) +4 = Percent retained on No. 4 sieve —200 = Percent passing No. 200 sieve LL = Liquid Limit ( ) PI = Plasticity Index (% ) 0) 0 103 366 I HEPWORTH—PAWLAK 1 GEOTECHNICAL, INC. I LOGS OF EXPLORATORY PITS I Figure 2 Compression — Expansion % Na —& O — N Moisture Content = 15.7 percent Dry Density = 108 pcf Sample of: Sandy Clay From: Pit 1 at 8 Feet -.N...4 - - : : . . . - - t : ) . . s - :9 \ Expansion upon wetting 0.1 1.0 10 100 APPLIED PRESSURE - ksf 103 366 HEPWORTH—PAWLAK 1 GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS I Figure 3 ;i�JL�NT R :k 1 24 Nn. 7RR 045 NM. 15H1 10 20 30 40 50 BO 70 99 99 100 1N111ROIIEIFR ANALYSIS TYNE READINGS 0011. 191/1. 4 IK 1 6200 P00 U.S. STANDARD SERIES Po Po Pe 0 ME ANALYSIS CLEAR SOJARE 0I401GS 3/r 3/P 11/Y Y 6'6' NMI a•1 �•• Earn m• MP OEM — a • — .a 1 =man—/a WIN —aa Mia • MIR 901 .003 .019 .031 .074 .150 .700 .900 1.18 2-36 4.75 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT GRAVEL 50 LIQUID LIMIT 42 % AYE 1 SAND 6 % Y[nn� !COARSE 9.5125 19.0 37.5 a Citr FINE f COARSE SILT AND CLAY 44 % PLASTICITY INDEX 25 SAMPLE OF: Gravel and Clay with Cobbles FROM: Pit 1 at 4 thru 5.5 Feet 103 366 I HEPWORTH—PAWLAK I GRADATION TEST RESULTS GEOTECHNICAL, INC. 76.2 152 203 127 COBE ES 90 90 70 90 50 40 30 20 10 0 IFigure 4 d z 0 Z J U_ Z U LU H O } W 0 CDH m ¢ Q < 0 „J F— CO a J a 2 H 1i O a W 2 TEST RESULTS SUMMARY OF SOIL OR BEDROCK TYPE Gravel and clay with cobbles Sandy clay II Sandy clay II UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS PLASTIC INDEX I%) 10 N 0 i o _ I" N ct PERCENT PASSING NO. 200 SIEVE V 0 O Q Q C O s. 0 Q il C 0 50 NATURAL DRY DENSITY IPSO 108 85 NATURAL MOISTURE CONTENT 15.7 17.0 SAMPLE LOCATION x __ 6 0 — Ili CO 2 1- N HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 103 366 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 38 15 5 1)4 4 7)8 5/8 No Perc 4 7/8 4 3)8 112 4 318 4 318 0 4 318 4 3/8 0 4 3/8 4 3/8 0 4 318 4 318 0 P-2 35 15 6 7/8 6 5/8 1/4 120 6 5/8 6 3/8 1/4 6 3/8 6 114 1(8 6 1/4 6 1/8 1/8 6 1/8 6 1/8 6 5 7/8 1/8 P-3 41 15 101/4 8114 2 18 8 1/4 6 5/8 1 5/8 6 5/8 5 5/8 1 • 5 5/8 4 3/4 7/8 4 3/4 4 3/4 4 31/8 7/8 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on June 1 1 , 2003. Percolation tests were conducted on June 12, 2003. The average percolation rate is based on the last two readings of each test. Two inches of water was remaining in P-1 and P-2 from the previous days pre-soak. GAR " LD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N° 3 9 5 0 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Assessor's Parcel No. This does not constitute a building or use permit - 050 Owner's Namel1iY NrLPrressent Addr Phone l -3115 System Location 05-25-1 -LThvi1 � Legal Description of Assessor's Parcel N SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) sh tai Th Required Absorption Area - See Attached n 4 I e t - 'i y Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Z --,R. L Amvatith Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations requirements Other Date U- -S•0 Inspector Pt fC. 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.A.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 off ice 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 involvesa knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at (1575 54-reie 1144 Permit No. '9 / / b I have this day inspected this structure and these premises and found the following corrections needed: 8 6 Ito S,S Ses G rn fuse 5o /F C /os a. s &I% poa ces Cee. cV,i b f Lod ,hempen I w o . P/tns 40 s A rF %r g e - 4,s4fis Chi ,flfrrc hoes You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 02--224.- 20 Building Inspector Phone (970) 945-8212 1 Job Ad re Owner Contractors Setba s Front 055 UILDING e ��/,, a'"'SL -� 4ssessor'$ Parcel No a/ �% , 5'Fy�C -�([ / rr) Date J�ati{7-CS / IT RD l.c-F'f10 \,Address Address hone #47.97-37/ Phone # � ` / Rear LH Zoniniq t' r —oratt.)/ '� INSPt( �C ECTIO Soils Test Footing -6 -cy Foundation r> -r Z'' (//7/ -.- Grout Underground Plumbing Rough Plumbing ;-22-or7Jl Framing -2-2-2„ Insulation Roofing Drywall 3-45 -cr Gas Piping �Z U5 ✓/� PS16-+1sPaEer'71 75orNW Rat adt- &L. 3-Z- oL- UmFy f rt-ro 4.44- o c G. NOTES Weatherproofing Mechanical ,moi r Electrical Rough (State) /-V-05 4 Electrical Final (State) i -ZS-OS- 0 Final fr'&(j-'/Checklist Completed? L -- Certificate Certificate Occupancy # Date Septic System # 9%57) Date Final ,'un Other (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADOQ //'� Date Issued V Zoned Area Permit No LLL.Ll 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 nd IMMEDIATELY NULL AND VOID. nd Use T ®nC Sp - /� ECre S i 4t tI II,4--Ce,: /I 0 irRgii ' DescriY i gifT1lin 4 • Owne WiJt3b4 tC ' 'I b Contractor a‘Gr Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /7, -9-%,a %4 Foundation , / i - 47,7-- Underground Plumbing Insulation 3 - 7 Rough Plumbing l -n -o37 Drywall A__/s---0- Chimney & Vent 2-- ?z Electric Final (by State Inspector)/-1Y-aZ Gas Piping 2 -7,z. -Or _ Final, j q -- Electric Rough (By State Inspectork-27- Septic Final f z/ -21 -cc >< Framing 2.-zZ-OS— (To include Roof in place and Wilidows 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 Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD By 1 IF PLACED OUTSIDE C ER WITH CLEAR PLASTIC