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Application-Permit
Garfield County Building & Sanitation Department 108 8111 Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. q 6,et 8sa7ek 11t C cS Pante c Job Address aq Nature of Work Building Permit c- t 01 `II��?� r C5C5 SS -.1i\ L1 - ) S Use of Building h On r�1Q 4 , ( stcc) Owner ZQJ%4' ; ,) aA-D_Q Contractor Amount of Permit $ IlaThg • (CA Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 81" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fes:: 970-384-3470 / Inspection Llne: 970-384-5003 Permit No: 9695 Job Address: Parcel/Schedule No: IS ?A 7363 oo/55 C� 101 />, 64.,,, [ 511,; c0, Po Di 1 Lot No: ism/ G Block No: ' Subd. / Exemption: z 9 Re 4, 2 Owner: rare) Kera't Address 396/ C4 Mt, 6v1 Ph: 770-7Yf=7f90 Wk Ph: f70-vIV-/fp3 3 Contractor: Address: ph: Lic. No. 4 Architect/ Engineer: Address: Ph: Lic. No. 5 Sq. Ft. ofBuilding: n . , Sq. Ft. of Lot: Height: No. of Floors: 6 Use of Building: �nr.sif/ ger/ Ancf. 7 Describe Work: e , e» I mask, Atte moi+- %' :.J i Ant �. 8 Class of Work0 Alterarion o Remove J Addition J Move 9 10 Garage: 0 Single 0 Double Carport: ❑ Single J Double K DrayowayeFormat 0 On -Site Sewage �y t7 re 0 ` +AZ — 8?-- Disposal LI Site an 11 Valuation of Work: $ Adjusted Valuations: S -14ree3 00 12 A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTR PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OF CioderT'UCT10N _ Special Conditions. NOTICE ELECTRICAL PERMIT IS REQUIRED AND MUST BE BY THE STATE OF COLORADO PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 1S NOT COMMENCED WITHLN 180 DAYS, OR, IF 1180 DAYS AAT ANY SUSPENDED ORA FI AFTER WORKISCOMMENCED.' CERTIFY THAT I HAVE READ AND MCA/MN= THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LA . REGULATING CONSTRUCTION OR THE PERFORMANCE of Plan Check Fee: t 554.9 Permit Fee: (J 7 Total Fee: f �} $.69 �o+i Dated Permit Issued: ' To • A e ei 6R• 69 �J�IIJ Const. Type: OCC Group: Zoning: Setbacks: Manu. Home: ^/f�I �/�r��I I `�/ ISDS No. ea / 911? Fee: � . T (JD • 14, � i 111 NER �j1(��D�TE /i'� � -/tes– BLD PTS APPRO • /DATE APPROVAL/DATE AGREEMENT PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRLC1 'I 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 70 COMPLY WITH ALL BUILDING CODES .AND LAND L REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 28 201 CRS AS AMENDED 7HE SIGNER FURTHER AGREES TII A THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIE 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 THEREAT) REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION REI CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGU ATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF / RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSIBILITY FOR THESE ITEMS A IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER COMMENTS ARE INTEND TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garfom.003 /J( f HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): ICN q (fq (o< N-' k 393 4' 6-54. 9 c.f. 1 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 al] 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, anchor 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 occupanc use e issuance of a Certificate of Occupancy for the dwelling under building permit # Signature BpcontOct2004 V0 Date 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 System Location L C Legal Description of Assessor's Parcel No SYSTEM DESIGN Present Address -- PI' Permit C Assessor's Parcel No. 1 /•, i Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date This does not constitute a building or use permit. °n Phone I`' — ? r(-1( t - Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer (JE�ua Septic Tank Capacity t. /32 kn Septic Tank Manufacturer or Trade Name 7141-24-.) r/C Septic Tank Access within 8" of surface - - Absorption Area Aldtita Absorption Area Type and/or Manufacturer or Trade Name /1,4-74 e0)6 1, . n'i --9r Adequate compliance with County and State regulations/requirements Other !XV- Date ' - "Gr alb" Inspector �-f .r -T r RETAIN WITH RECEIPT RECORDS AT'CONSTTION 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). While - APPLICANT Yellow - DEPARTMENT l� PLAN REVIEW CHECKLIST Applicant r' MS Date /0 • / 4 - 0 _- Building L./ Engineered Foundation Driveway Permit Surveyed_Sile Plan Septic Permit and*backs L/Graderropography 30% c/Attach Residential Plan Review List ./Minimum Application Questionnaire Subdivision Plat Notes kill Fire Department Review C./ Valuation Determination/Fees /d Line Plans/Stamps/Sticker —Attach Conditions plication Signed Plan Reviewer To Sign Application k--rcel/Schedule No. (-40# Snowload Letter- Manf. Hms. GENERAL NOTES: /993 s 4/ = -76114Q6) 3 /Planning/Zoning //Property Line Setbacks 1 3�0ft Stream Setbacks l000d Plain +Building Height honing Sign -off oadd Lnpact Fees IOA/DRC Approval �Grade/Topography 40% 'Planning Issues c -St ivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For MANUFACTURED HOMES 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. 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. Applicants are required to indicate appropriately and to submit the completed checklist at the time of application submittal for a permit. All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for Commercial Offices and Storage. 1 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 prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on 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 ofa 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 when applicable include 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? This information must be certified by a licensed surveyor with their sig ture and professional stamp on the design. Yes 3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes ✓ 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 steel in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the Modular Unit showing exterior doors is required. Yes ✓ 6. 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 V No /I//ja 7. Will this be the only residential structure on the parcel? Yes No if no -Explain: 8. Have tv,o (2) complete sets of construction drawings been submitted with the application? Yes 2 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes r,(� 10. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 11. Do your pla s comply with all zoning rules and regulations in the County related to your zone district? Yes r/ No 12. 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 13. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes '/ No 14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application 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 1% No 15. 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 between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384- 5003. Yes No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00ie-ins ection fee? Yes� No 17. Are you aware that you are required to call for all inspections required under the IRC including approv al on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building:' Yes V No 3 18.•' 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? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone book for the tate Highway Departments number if applicable. Yes No 19. 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 .he person performing the work will be required at time of applicable inspection. Yes / No 20. 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 the submittal of a building per it application? Your attention in this is appreciated. Yes No 21. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspection? The State will charge a fee for this inspection. Yes V No 22, 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 Uniform Building Code? Yes No 23. Are you aware. that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exempupn) at the time of the buingpermit application submittal? Yes ✓ No 7 24. 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 ✓ 4 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signa(u of 0)1 ner Phone: T7v•fyl-2162 (days); Kers-Refi h c -e Project Name: Date y 7 d - fpf 7 79 of (evenings) Project Address: T (JO LI? 1/ S 6/e,,,,+„/ 5•,+, Co t/6 0/ Notes: If you have ans\\ eyed "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. Vi ork 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 ith 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 construed rift. bpminregmhFeb2005 5 pi: Garfield County 1 Application for Driveway Permit Person Obtaining Permit: Jarrad Kers, Application Date: 9/1!2005 County Road Number: 115 District: Glenwood Permit Number: GRB05-D-82 Termination Date: 10/1/2005 Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road21111 R 21112,5 miles East of Intersection of CR 115 and CR 114 on CR 115, located on the North side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. Mt 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. Special Conditions: 1. Driveway Width- 40ft 2. Culvert required? True Size: 15 inch by 40ft 3. Asphalt or concrete pad required+ Fabe Size of pad: 4. Gravel portion required? Fabe Length: 5. Trees, brush and/or fence need to be removed for visibility? True 6. Distance and Direction:200ft east of driveway 7. Certified Traffic Control Required? Fabe 8. Work zone signs required? True 9. Driveway upgrade In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Signed: ig. Jarrad Kerst Address: 570 C,e 1/ ' Telephone Number: 97o-'195 - Z S68 Permit granted 9/1/2005subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: Represcntghie of GarfieliiCounty Ro • and : ridge PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! Dritrikeini 4 r.Ld at 3 tnda pad sad i4 Q.#'- 6 -. es. itz4-1 - ERC" JUN -15-2(165 WED 10:48 AM FAX N0. P. 02 EXHIBIT "A" LEGAL DESCRIPTION f A parcel of land situated in the SE 1/4 of Section 35 and the SW 1/4 Section 36, Township 6 South, Range 88 West of the 6th P.M., Part lying Northerly of the Northerly right-of-way of County Road No. 115, more particularly • described as follows! ' Beginning at the center of said Section 35; thence N 87°20'59" E 254.72 feet; thence S 80°55'05" E 3861.24 feet; thence 5 00°00'00" W 648.53 feet to a point on the Northerly right-of-way of County Road No. 115; thence along said right-of-way the following 7 courses and distances: 1). N 64°52'09" W 43.58 feet 2). N 76°18'24" W 257.11 feet 3). Ni 82°44'44' W 269.52 feet 4). N 68'01'44" W 161.96 feet 5). N 70°24'57" W 386.50 feet 6). S 36°35'17° W 131.55 feet 7). S 74°1828' W 300.00 feet thence leaving said right-of-way N 02°58'44" E 529.37 feet: thence N 81°26'31' W 2784.31 feet: thence Ni 00°38'55" E 220.00 Leet to THE POINT OF BEGINNING. GeCPteCh HEPWORTH-PAWLAK GEOTECHNICAL August 12, 2005 Jared Kirst 3961 County Road 114 Glenwood Springs, Colorado 81601 Henwurrl,-Pawlak Ge�cechnlcal, Inc 5020 6 a nn Fuad 1S4 Clem on,l C,Inradn SI 601 Phone 01C-1/4447)-7088 einad hft eoLg'hpeenmcF, corn Job No.105 667 Subject: Subsoil Study for Foundation Design, Proposed Residence, Parcel C, 29 Peaks Subdivision, County Road 115, Garfield County, Colorado Dear Mr. Kirst: As requested, Hepworth-Pawlak Geotechnical. Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated July 28. 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazards is beyond the scope of this study. Proposed Construction: The proposed residence will be one story of wood frame construction above a walkout basement and located on the site as shown on Figure 1. Ground floor will be slab -on -grade. Cut depths are expected to range between about 3 to 9 feet. Foundation loadings for this type of construction are assumed to be relatively Tight and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The property is 35 acres in size and located on the north side of County Road 115. An existing gravel driveway is access to the building area. The building area had been cleared of vegetation. Vegetation outside the building area consists of dense scrub oak, brush, grass and weeds. The property is located on a south facing hillside. The ground surface is very steep above the building area, becoming moderately steep through the building site with a slope down to the south. An existing well is located at the upper end of the driveway. There is an outcrop of basalt rock above the building area. Subsurface Conditions: The subsurface conditions in the building area were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The Togs of the pits are presented on Figure 2. The subsoils encountered- below about 2 1/2 feet of topsoil, consist of silty clayey sand overlying sandstone bedrock. Results of swell - consolidation testing performed on relatively undisturbed samples of the silty clayey sand, presented on Figure 3, were variable but generally indicate low compressibility under existing moisture conditions and light loading. The sample from Pit 1 showed a low collapse potential and the sample from Pit 2 showed a low expansion potential when Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -7 - wetted. The laboratory test results are summarized in Table 1. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1.500 psf for support of the proposed residence. The soils are moisture sensitive and there could be post -construction foundation movements on the order of I inch if the bearing soils become wetted. 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 footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The soils have variable settlement/heave potential when 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 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 near 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 in mountainous areas and 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 minimun 1% to a suitable gravity outlet. Free -draining granular Job No.105 667 Gee teen 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'/ feet deep. Surface Drainage: The following drainage precautions should he observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should he avoided during construction. Drying could increase the expansion potential of the soils. 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. Free -draining wall backfill should he 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 he 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 will be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation and sprinkler heads should be located at least 10 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. Profile Pit: The subsurface conditions in the septic disposal area were evaluated by excavating one profile pit at the approximate location shown on Figure 1. The log of the Profile Pit is presented on Figure 2. The subsoils encountered, below about 2 feet of topsoil. consist of silty sandy clay overlying silty clayey sand at 6 feet to the bottom pit depth of 8'/z feet. 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 pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, 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 pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different frorn those described in this Job No.105 667 -4 - 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 verify that the recommendations have been appropriately inlerpieted. 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. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL. INC. Louis E. Eller Reviewed by: Steven L. Pawlak, P LEE/ksw 7 16222 a* , ........... sr'•'.40144 TQ.P_ OF COX.- attachments Figure 1 — Lo xploratory Pits and Profile Pit Figure 2 — Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Job No 105 667 G61Plcc-I TO 114 COUNTY ROAD 114 COUNTY ROAD 115 NOT TO SCALE PROFILE PIT ■ EXISTING GRAVEL DRIVEWAY PIT 1 ■ PROPOSED RESIDENCE • PIT 2 NOTE: SITE PLAN PREPARED FROM FIELD SKETCH. 105 667 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS AND PROFILE PIT Figure 1 0 5 10 LEGEND: rte/ 1/1 PIT 1 PIT 2 PROFILE PIT J WC-4.9WC-17.3 DD-BD o D-86 WC -8.3 -200-49 TOPSOIL; organic sandy silt, dark brown. CLAY (CL); sandy, gravelly, scattered basalt cobbles, stiff, moist, brown. 0 5 10 Depth — Feet SAND (SM); silty to very silty, clayey, gravelly, scattered cobbles, loose to medium dense, slightly moist to moist, red—brown, slightly calcareous. SANDSTONE; very hard, moist, red. 2" Diameter hand driven liner sample. Disturbed bulk sample. Practical digging refusal with backhoe. NOTES: 1. Exploratory pits were excavated on July 28, 2005 with a Cat 430D backhoe. 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 the logs of exploratory pits are drawn to depth. 4 The exploratory pit 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 pit logs represent the approximate boundaries between material types and transitions may be gradual. 6 No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 105 667 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression % 0 1 2 3 4 5 6 7 0.1 Moisture Content = 4.9 percent Dry Density = BO pcf Sample of: Silty Clayey Sand From:Pit 1 at 3 Feel. Compression upon wetting tt c O 1 m 0 a Lu • 0 0 m 1 a) L a E cap 2 .0 0 APPLIED PRESSURE — ksf 100 Moisture Content = 17.3 percent Dry Density = 86 pcf Sample of: Silty Clayey Sand From:Pit 2 at 3 Feet Expansion upon wetting 0.1 .0 0 APPLIED PRESSURE — ksf 100 105 667 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 Job No. 105 Z J QJ W V cc En = w U 1- > w } s w ✓ gw0 J m < 1 a • w = 0 >O te � f a r Lu 2 V) SOIL OR BEDROCK TYPE Silty clayey sand Very silty sand with gravel 11 Silty clayey sand 11 UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS I 0. I2 1 PERCENT PASSING NO. 200 SIEVE 49 n3� GRAVEL (%) NATURAL DRY DENSITY (Pcf) 80 NATURAL MOISTURE CONTENT (%) SAMPLE LOCATION 3 5/5/2006 8:59 AH FROM: Fax Electrical _Plumbing Inspectors TO: 3843470 PAGE: 001 OF 001 COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 Inspection Report Date Inspected: 05/04/2006 PERMIT #: 569401 Permit C B ELECTRIC Holder: PO BOX 4262 BASALT 81621 Phone: 970-963-1580 Fax: 970-876-2160 Email: robdonna@rof.net Site 8711 CR 115 Glenwood Springs, Garfield County, 81601 Owner: JEROD KURST Phone: Status: Accepted Inspection type: Final NEW OTHER MODULAR Inspector: Greg Winders 970-625-4561 Corrections: Comments: No building permit card available Final OK Basement is unfinished RECEIVED MAY 0 5 2006 GARFIELD COUNTY BUILDING & PLANNING 5/5/2006 Pagel No. 445' Job Addres 95 Owner Assessor's Parcel Date /o -/4-b5 BUILDING PERMIT CARD moon Address-ffiCoi ra ItLi hone #C14s-7990 Addretss ( Phone # (4b4— 1 `9? RH LH Zoning INSPECTIONS Contractor 111Se acks: Front Rear %1 ©fl l.-l.n-t-. )cv-4Q. Soils Test Footing /D—ZS -0Y 7 Foundation /l 7 os T Grout Underground Plumbing ,2 - Rough Plumbing Framing Insulation Roofing Drywall Gas Piping _re r. m 914 NOTES Weatherproofing Mechanical Electrical Rough (State) v Electrical Final tate) Fina 43116 /Checklist Brd? 1 Certificate Occupancy# 7 Date "1 pie Septic System # Date / Final / —L; -0E rid— Other #F6,'5C'cct1, Loa,P !)J'* S�,K,�t� ► 3IK1z (continue on back) INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued/O/i J63.Zoned Area Permit No %FPS .... AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with all laws and regulations related to 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 Mein! and IMMtDIATELY BECOMES NULL AND VOID. Use !yl A OA WanSt • Addressit Legal Description 11 VS Owner � Contractor planar INSPECTION RECORD Footing : ; 1 _zs'-05_ SI 5- S(0° i Foundation or Blocking : / _,7�corkE Driveway :: /- _"SKI - , , ,, 3 i -cc: 'w P- i3 Rough Plumbing : Gas Piping : (L0.00,ii- Electrical Final S (by State Inspector) -11'0(0 Septic Final : Final : $ 7_ 13 -,c96 '0� Notes: Saoi.to.d (l0 544e PG3o 437 lbs Serial aofUnit j 51270-h4 THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Street, Suite 201. County Courthouse Plaza Glenwood Springs,Colorado DO NOT DESTROY THIS CARD APPROVED Date Ibbq !oS ByMbilaalla (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC)