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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. g i Ll Job AddrZs6 %/ ELagy R0 /17 Qcim koao Spe (t &Cci Nature of Work BuildinfPermit Use of Building /t G QM2-4 c. Owner gAnk f Hgn l kvinER Contractor Qcj{/.¢(l_ Amount of Permit $ 38011 . Q i Date /0.2g• 95' Clerk 4.S A...0,44„Le Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108116 Street, Stile 201, Glenwood Springs, CO 81601 Phone: 970-9454212 / Fax: 970-384-3470 / Impaling Lion: 970-384-5003 q-1-14 Parcel/Scbedule No: 2395-032-00-019 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE 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 DIPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF INN PERMIT, THE SIGNER. HEREBY AGREES 10 COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN SLAM 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 PROM 1118 COUNTY AND THAT THEN AND THERE R SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PIANS SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS N 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. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND IPOPECTIONS CONDUCED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLTES BY GART =m COUNTY POR ERRORS, OMISSIONS OR DISCRZPENCIES. THE RESPONSIBILITY POR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RENIS SPECIPICIALLY WITH THE ARTICIECT, DESIGNER BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BR CONSERVATIVE AND N SUPPORT OF THE OWNERS INTEREST. Gark .003 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): q,. Wo 10 9.73.04 Job Address:TBD County Road 117 Glenwood Springs, Colorado 81601 1 Lot No: Block No: Subd. / Esemption:CHELYN ACRES Legal Daalplba: SECT,TWNANGJ-7-09 SUIRCBZLYN ACRES LOtO DISC: TR 22 BIGAMY PG:SMa 01:0427 PG:04151 BK:09% PG:07f6 2 Owner: Kevin & Kathy Kneipper Address 827 Pltkin Avenue Glenwood Springs, CO 81601 Ph:970.384-2044 Wk Ph: 970-928-9741 3 Contactor, Kevin & Kathy Kueipper Address: 827 Pitkia Avenue Glenwood Springs, CO 81601 Ph: 970-384-2044 Lic. No. Owner/Builder 4 Architect/Engineer: Kaeipper / Kurtz & Associates Address: 5012 COUNTY ROAD w Glenwood Springs, CO 81601 Ph:970-9451305 Lic. No. 18744 5 Sq. FL of Building: 4,994SF Including Garage Sq. Ft. of Lot 72,745 +- Height: 25 FEET FROM GROUND No. of Floors: 2 6 Use of Building: Primary Residence - Single Family Home 7 Describe Work: New Construction - Building of Single Family Home for Primary Residence 8 Clan of Work: IN New o Alteration o Remove o Addition o Move 9 10 Canty: a Single B Double I Carport: ❑ Slagle o Double ® Driveway Permit II On -Site Sewage Disposal a Site Plan Issued 09/20/2004 Permit X67 (Sept) 11 Vakatioa of Work: 5 270,000.00 Adjusted Valuations: S 31? 577 12 Special Coaditioaa: NOTICE A SEPARATE ELECTRICAL PERMIT 1S REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 1M DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF IM DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS GOVERNING 1108 TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOTS NOT RESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL IAN REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ' I , de Plan Check Fee: 14 R. . 44 Permit Fee: 2:).14 ,55 Total Fer✓✓Dated Permit Issued: 3804 o OCC ``roup: swat Type: if 3 r —l♦Y to / 'V Zoning: Setbacks: Manu. Home: IS rD�S�No. & Fee: .52 /✓ yij��/y= OG DE "I" j�,,// ANNOY � y_y,!- . AGREEMENT PERMISSION IS HEREBY GRANTED TO THE 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 DIPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF INN PERMIT, THE SIGNER. HEREBY AGREES 10 COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN SLAM 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 PROM 1118 COUNTY AND THAT THEN AND THERE R SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PIANS SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS N 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. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND IPOPECTIONS CONDUCED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLTES BY GART =m COUNTY POR ERRORS, OMISSIONS OR DISCRZPENCIES. THE RESPONSIBILITY POR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RENIS SPECIPICIALLY WITH THE ARTICIECT, DESIGNER BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BR CONSERVATIVE AND N SUPPORT OF THE OWNERS INTEREST. Gark .003 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): q,. Wo 10 9.73.04 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. 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 occupanclyt,unapd the issuance of a Certificate of Occupancy for the dwelling under building permit # . 09-26-2004 Signature Date Bpcont03/2004 VALUATION/FEE DETERMINATION Applicant pi M Subdivision Address Q �''j Lot/Block Date l0 -1S- Contractor Finished (Livable Area): Main 2241 Upper 20 I A Lower Other Total Square Feet q2 09 4 61 Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 7s4 t (8 Valuation Decks/Patios: Covered Valuation 3'4(p Y A 9 Open Valuation Total Valuation /3,572. 3x1,5-77 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 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 g 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual 2 Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes X 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 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 X 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 X 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes X 8. Do the plans include design bads as required by Garfield County for roof snow Toads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes X 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 X 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X 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 X 13. Does the plan include any stove or zero clearance fireplace planned for installation 3 including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 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 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 Code? Yes X No 16. Does the plan include a window schedule or other verification that windows provide natural Tight 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 X 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 X 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes % No 21. Will this be the only residential structure on the parcel? Yes X No If no - Explain: 4 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20 t. long? Yes % No 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 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. All inspections must be caped In by 3:30 p.m. the clay 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 384.6003. 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 cal for al inspections required under the th+form Bridsrg Code inducing approval on a final inspection prior to receiving a 5 Certificate of Occupancy and occupancy of the building? Yes X 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 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 of applicable inspection. Yes X 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 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner Phone: 970-384-2044 (days); 970-384-2044 (evenings) Kathy Kneippe Date 09/26/2004 Project Name: KNEIPPER RESIDENCE Project TBD COUNTY ROAD 117 GLENWOOD SPRINGS, CO 81601 Address: ! Ba: 9UtCDRLYN ACRES LOTS DISC: 11122 RC11N M ORO Il1e 417 PG: 182 RkSe9311 9Gd19f PARCEL L99}V 1JF019 Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 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. bpminreq 0412003 7 PLAN REVIEW CHECKLIST}y�� Applicant � Date /0 -2C -ter) Building Planning/Zoning ✓ Engineered Foundation Property Line Setbacks LX3riveway Permit 30ft Stream Setbacks Surveyed Site Plan Flood Plain peptic Permit and Setbacks Building Height ✓Grade/Topography 30% Zoning Sign -off Attach esidential Plan Review List Road Impact Fees Minimum Application Questionnaire HOA/DRC Approval MA Subdivision Plat Notes Grade/Topography 40% R A. Fire Department Review Planning Issues -� V atiation Determination/Fees Subdivision Plat Notes ,-RedLine Plans/Stamps/Sticker (attach Conditions Appcation Signed Plan Rev' er To Sign Application arc's el/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: 09/20/2004 19:09 6258627 ROAD AND BRIDGE PACE 03 Garfield County Aptitudes for Driveway Permit dineuerla Dew Posit 1VSS 7 Pent Lay ad Ln:s rae}p ramissyr 1)&1=16212M Cs. Baia Name= 117 hopes: Bawds Snobs Diria 1 sat~Castrani.: hereby squaw parsaissima and .a nMy from the Board of Candy Commissioners to construct a driveway approach (a) on the riglt cFway off dCaraaty Rand ju.At address of3677 CR 117. secant b Applicant's property load es thr 8r tide dread for dm papas of chem rad wee to papally. Applicant submits herewith kr die consideration sod approval *film Bard of County Commissioners, a sketch of the proposed intalitios showing a0 the teoaamy apectaoalioa devil ieehtdi.g: 1. Frames of tat along road. 2. Dian from mateofmid bp opalylie 3. Menthes ddriveways n pesied 4. Width &proposed driveways std alae of sea 5. Dian from driveway to road isaseetin if any. 6. Sins and awpe of tea separating driveways if mote than one approach. 7. Sabavfr distance ofhnikkag(s) and oda stream improvement s. No eslosind ofwripment an Dory read, mg asp emoted to Gamy rata well he rewired at arbdiviios sapaata. 9. Rapmnbre for two years kw the dile dauap'aioa Staasoltt fieA 1) The apphr names al parties in iteral, ad affirms thm the driveway awns* (a) s b be oesenn tad by him for the ban Ads repose of sewing ansae to his pew, ad oat for the paps d dors beams s cervi ngvabidesmberoedrijRafwsy. 2) The applicant shall finish all Inbar ad ttmlliala. perform all ask and pay all cases in coonartian with the eararoction of the driveway(s). AD watt shell be acmpitud within thirty (30) days tithe permit date. 3) The type ofoctaaasion ill be as degas* maker wawa, by the Bead ofCowry Ca rshessas sur tat repastaaia ad all sasaias and shell be d Whi asy waft and subject b i mpaaioa and approval aria Bead &Camay COainiaas at shah npeesarative. 4) The traveling petite shall be protected dais the arsWin with paper awing signs ad signets sed the Board of Canty Camnisionas sod their tidy appeared sweats and employee shall be held hanks against any action far personal *Wry or properly den satsiad by any ream tithe aar4c tithe Pans. 5) The Applies sits sae regweibaity for ria tamwel or dames of snow, ice. or Set upon any patios d the dri......, approach (a) caro tiosash dyad en the aiawsy(s) in the can oldie Casty snow rentov.l 09/20/2004 19:09 6250627 ROAD AND BRIDGE PAGE 84 6) In the ant it nooses weeny to remove ay right -day them the poets an either side of the mreroe shin be man brand before the Enos is on to prawn ray Stift alt twenties fence ad all pasts nd wire neared theli be thawed eve to the Diaries Rad Sapetviaor aft Baud atCamty Caouinioaes. 7) AleoaiS. eralitlesabsabbe bbewa)ertersppntssherastietirM-edgwgnineweirs prairie a n Provisions and rpa:IS: lion a diced berth shall apply an an needs ruder rho jurldietion oft Baird of Caety Cabniniarue of Garfield Casty. Caiardo ad the Speefiorlia wet 6th as the an -Sed Mewl and :oeporased beat n nannies hared. issitCoafilla 2. 31�ie s�4" th k tans sepia sr calpeal pad required. 3. Wert nee till required. is ig,t-'--en:die and ape naodvlis aaor6daa ad pewiala to inion the driveway appraab (es) dse rbed herein the Anthems tissiRe tint he bis red. _J.- - _ ore sd esotps the fose+srirs provision and maiden ad ern b oosrwet the drivevsy(s) is aeosrdraee wit ttk aoa peryriq epaedenteaa pis renewed and approved by the Basd of Caren Canninioners. Sued: Aden 8r7 p:4 -kr Aue Gleatnae. 5j?.n S co 8' IC, Tenpins Mier q70-3B'to- Para Para tprssd fat .abjst b tie e a tssy rpaaihaske mod araidsas App ad beds Representative of Gadd Carly Rad and Bride siprwat 09/28/2004 19:09 6258627 ROAD AND BRIDGE PAGE 02 Garfield County food ad bridge Dem P.O. Box 626 Eine, CO 111660 Pat- (97411627 Invoice Invoice Date: %'2W2006 Invoice Number 67 Bill Ta Kathy and Kevin Kadppa Driveway Perdt Mabee 67 MAO pa Ddveway Permit Driveway Permit Fee $75`00 Total Dam Thank Yowl $75A0 Our Order No. GW243732-6 LEGAL DESCRIPTION A PARCEL OF LAND SITUATE IN THE W 1/2 OF SECTION 3, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, MORE PARTICULARILY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER SECTION CORNER COMMON TO SECTIONS 3 AND 4, THENCE N. 60 DEGREES 41' 10" E. A DISTANCE OF 2057.70 FEET TO THE CENTER OF FOUR MILE CREEK AND THE TRUE POINT OF BEGINNING, THENCE ALONG THE CENTER LINE OF FOUR MILE CREEK S. 30 DEGREES 04' 10" E. A DISTANCE OF 65.86 FEET, THENCE CONTINUING ALONG SAID CENTER LINE OF FOUR MILE CREEK S. 01 DEGREES 41' 00" W. A DISTANCE OF 68.03 FEET, THENCE CONTINUING ALONG SAID CENTER LINE OF SAID FOUR MILE CREEK S. 40 DEGREES 23' 00" E. A DISTANCE OF 114.21 FEET, THENCE CONTINUING ALONG SAID CENTER LINE OF FOUR MILE CREEK S. 19 DEGREES 04' 30" E. A DISTANCE OF 19.80 FEET, THENCE CONTINUING ALONG SAID CENTER LINE OF FOUR MILE CREEK S. 16 DEGREES 00' 00" W. A DISTANCE OF 103.29 FEET, THENCE S. 70 DEGREES 10' 50" E. A DISTANCE OF 122.62 FEET TO THE SOUTHEAST CORNER, THENCE N. 19 DEGREES 49' 10" E. A DISTANCE OF 339.78 FEET TO THE NORTHEAST CORNER, THENCE N. 70 DEGREES 10' 50" W. A DISTANCE OF 323.32 FEET TO THE NORTHWEST CORNER, THENCE 5. 09 DEGREES 13' 50" W. A DISTANCE OF 58.48 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO 827PitkinAvenue Phone: 970-384-2044 Glenwood Springs, Fax : 9 70 - 9 2 8- 0 1 3 0 Colorado 81601 Thursday, November I I, 2004 Reference Foundation plan under permit 09314. Building Address TBD County Road 117, Glenwood Springs, CO 81601 Attached is a revised foundation plan. The origonal foundation plan required changes due to the different depths at which the proper soil was found during excavation. The changes made to the foundation were discussed with our soils engineer James Kellogg at CTL Thompson and he agreed that the these changes were appropiate and the foundation changes were made by our structual engineer Brian Kurtz at Kurtz and Associates. The Excavating inspection was conducted on November 101h by Ted Wright from CTL Thompson and then CTL Thompson's Branch Manager John Mechling P.E. visited the excavation on November I I m to approve the structual fill required in one section of the excavation. Should you have any questions regarding any of this, please feel free to contact us or any of the above parties. Kevin & Kathy Kneipper 3/15/2005 8:37 PM FROM: Ea Electrical _Plumbing Inspectors 70: 384-3470 PAGE: 001 OF 001 COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 PERMIT #: 536640 Permit KNEIPPER KEVIN Holder: 827 PITKIN AVE GLENWOOD SPRINGS 81601 Phone: 970-384-2044 Fax: 970-928-0130 Email: Site 3679 CR 117 TRACT 22 CHELYN ACRES Owner: KEVIN KNEIPPER & KATHY Status : Accepted Inspection type: Rough In NEW RESIDENTIAL Inspector: Greg Winders 970-625-4561 Corrections: 210.52 Incorrect receptacle spacing Comments: Installer on site making corrections OK to cover Inspection Report Date Inspected: 03/15/2005 Glenwood Springs, Garfield County, 3/15/2005 Page 1 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY () a Owner's Name / /1 1 31v �i N4 l ()PLC System Location "Y,' 7? C. (?p /17 Legal Description of Assessor's Parcel No SYSTEM DESIGN / Percolation Rate (minutes/inch) Number of Bedrgoms (or other) Present Address Permit 4013 Assessor's Parcel No. This does not constitute a building or use permit. X27 ?/i/,N .J2 ozrI.J03C/ ca 3/60/ //7 C -}/.r hone 72 - 97'L/ O SP1 ?/1 / NC s t U. Z395 -0s2- -o/? Septic Tank Capacity (gallon) Other Required Absorption Area - See Attached Special Setback Requirements: 550 ,tom y6 ss Date /0 - 21oC/ Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation :TA System Installer Septic Tank Capacity tJ oo Septic Tank Manufacturer or Trade Name ��s-- Septic Tank Access within 8" of surface Absorption Area Absorption Ata Type and/or Manufacturer or Trade Name , Adequate comljj pliance with County and State regulations/requirements Other Date %2- 5-1)C1 Inspector 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 1, Petty Offense (5500.00 1 Ine — 8 months in jail or both). While - APPLICANT Yellow - DEPARTMENT No. 131`1 Job Addr-ss Owner Contractor -1.On Elm Assessor's Parcel N BUILDING PERM CARD X395t�2-ac-b/9 Date /D '-,A€-o $/ Setbacks: Front Rear S/.F La/'Qc9c— Soils Test Footing 1/- z7b�/r-• Foundation /2.---3-0 Grout Underground Plumbing Rough Plu bin !r Framing l 1- OS Insulation 3-25 Roofing Drywall `1-r-odt3 Gas Piping 9—tr-otirir Address Address RH INSPECTIONS NOTES LH Phone #3 iT Phone # Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) .r Final S -I9ti'77*Checklist Completed? Certificate Occupancy # Date Septic System #d#gOLt Date Final t 2—I S 1tg Other (continue on back) I 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 Issued/r..//�� '2eei Zoned Area Permit No 9.3it1 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. Use 3/F Qas.s Address or Legal Description Owner %n. rrt 2 Sr ks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD i Footing Foundation Underground Plumbing Insulation Rough Plumbing Drywall 'y •. r\--. Chimney Vent s/, Gas Pipingg j ;i t,- ` 4 Finals K -z4._ Septic Final i2.a . p'} j. Framing I- / S -.J.5-774-- - (To include Roof in place and Windows and Doors installed). Notes: fRpp,il a 1 d3 t f i b -oar CV< ltede---` ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED Date /D a a By &st IF PLACED OUTSIDE - COVET WI r.7. CLEAR PLASTIC 11.bL-S176-0L6:xeJ 6082-916-OL6:auoydelal 10918 opeJoIo3'S6uudS pooMualS 1 enua Jelua0 q£Z 9002 `0£ lsnfnv L0£9 -S0 'oN }aaFOJd 1.091.8 00's6uudg poomua10 3 a;1nS 'anuenv 351e18 OZ 6£ 213dd13N)i NIA3N 'MN OGV210103 `AUNf100 0131d21VO S3210V NA13H3 `ZZ 10VU1 33N34IS3d 213dd13NN NOIIVOIISBANI NOI1VONflOd ONV S110S WOH11110 NOSd paJedeJd 0 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 EARTHWORK 3 FOUNDATION 4 FLOOR SYSTEM AND SLABS -ON -GRADE 5 BELOW -GRADE CONSTRUCTION 6 SUBSURFACE DRAINAGE 7 SURFACE DRAINAGE 8 PERCOLATION 8 LIMITATIONS 9 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 3 - GRADATION TEST RESULTS FIGURE 4 - EXTERIOR FOUNDATION WALL DRAIN FIGURES 5 THROUGH 7 - PERCOLATION TEST RESULTS TABLE I - SUMMARY OF LABORATORY TEST RESULTS MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL I T PROJECT NO. GS -4307 SCOPE This report presents the results of our soils and foundation investigation for the Kneipper Residence proposed on Tract 22, Chelyn Acres in Garfield County, Colorado. We conducted an investigation to evaluate subsurface conditions at the site and provide foundation recommendations for the proposed construction. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in our exploratory borings, and presents our opinions and recommendations for design criteria for the recommended foundation and floor system, and geotechnical and construction criteria for details influenced by the subsoils. The recommendations contained in this report were developed based on the currently planned construction. If plans will differ significantly from the descriptions contained herein, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" and 2.5 and 5.5 feet of sandy clay underlain by basalt gravel, cobbles and boulders in a silty sand matrix. Practical auger refusal occurred on basalt boulders at depths of 13 and 14 feet in our borings. Free ground water was not found in our exploratory borings at the time of drilling. 2. We recommend constructing the Kneipper Residence on footing foundations supported by the undisturbed, gravel soil. Excavations deeper than planned may be required to expose the gravel soil at some locations. If necessary, a maximum 3 feet thickness of densely compacted, granular, structural fill can be placed to re -attain grades near planned foundation elevations. Design and construction criteria for footings and structural fill are presented in the report. 3. We judge potential risk of differential movement will be low for slab -on - grade construction supported by the undisturbed, natural soils or densely compacted, granular structural fill. Additional discussion is in the report. MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL 1T PROJECT NO. GS -4307 1 4. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. A foundation drain should be installed around the building. SITE CONDITIONS The Kneipper Residence is proposed on Tract 22, Chelyn Acres in Garfield County, Colorado. Tract 22 is a 1.7 acre parcel bordered by Four Mile Road on the east and Four Mile Creek on the west. The east part of the property is gently sloping. Steeper slopes down to the creek are in the west part of the site. Vegetation consists of grasses, sage and oak brush. PROPOSED CONSTRUCTION We understand the Kneipper Residence will be a two-story building with an attached garage. A crawl space will be below the main level floor. Maximum foundation excavation depths of about 4 feet are likely for the residence. Foundation loads for the residence are expected to vary between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions below, we should be informed so that we can adjust our recommendations and design criteria, if necessary. SUBSURFACE CONDITIONS Subsurface conditions for the building were investigated by drilling two exploratory borings (TH-1 and TH-2) at the approximate locations shown on Figure 1. Borings were advanced with 4 -inch diameter, solid -stem auger and a truck -mounted drill rig. Drilling operations were directed by our field representative who logged the soils encountered in the borings and obtained samples. Samples obtained in the field were returned to our laboratory for testing. Graphic Togs of the soils encountered in our exploratory borings are shown on Figure 2. MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL 1T PROJECT NO. GS -4307 2 Subsoils encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" and 2.5 and 5.5 feet of sandy clay underlain by basalt gravel, cobbles and boulders in a silty sand matrix. Results of field penetration resistance tests and observations during drilling indicated the native soils were medium dense to very dense. Practical auger refusal occurred on basalt boulders at depths of 13 and 14 feet in our borings. Free ground water was not found in our exploratory borings at the time of drilling. Borings were backfilled immediately after drilling operations were completed. One sample of the sandy clay selected for one-dimensional, swell - consolidation testing exhibited 0.9 percent swell when wetted under an applied pressure of 1,000 psf. Two samples of the gravel soil tested contained 24 and 17 percent silt and clay size material (passing the No. 200 sieve). Soil sampling equipment limited the maximum retrievable soil particle size to 1.5 inches. Particle size test results are representative of only the smaller fraction of the actual soil. Observations during drilling indicated a significant percentage of the gravel soil at this site are cobbles and boulders. Swell -consolidation test results are shown on Figure 3. Laboratory test results are summarized on Table I. EARTHWORK Maximum excavation depths of about 4 feet will be required to attain foundation elevations for the Kneipper Residence. Excavations in the gravel, cobbles and boulders will be more difficult than usual. However, we anticipate excavations for the building foundation and utilities can be accomplished using conventional, heavy- duty excavation equipment. Sides of excavations and trenches will need to be sloped or braced to meet local, state and federal safety regulations. The clay soil will classify as a Type B soil and the gravel soil will classify as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1 to 1 (horizontal to vertical) in Type B soils and 1.5 to 1 in Type C soils. MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL 1 T PROJECT NO. GS -0307 3 Our exploratory pits indicate that excavation as deep as 6 feet may be required to expose the undisturbed, gravel soil below the site. Therefore, foundation excavations may need to extend below planned elevations for footings to be supported on the gravel soil. As discussed in the FOUNDATION section, a maximum 3 feet thickness of densely compacted, granular, structural fill can be placed to re- attain grades near planned foundation elevations. The structural fill should consist of a CDOT Class 6 aggregate base course or similar soil. A sample of the planned import structural fill soil should be submitted to our office for approval, prior to hauling to the site. Structural fill should be placed in loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content, and compacted to at least 98 percent of ASTM D 698 maximum dry density. Our representative should observe placement and check density and moisture content of structural fill. A 4 -inch thick layer of densely compacted, structural fill can also be used as a leveling course below foundations and floor slabs. Free ground water was not found in our exploratory borings during drilling operations. Ground water levels vary with seasonal conditions and are normally closest to the ground surface during and immediately after peak snow melt in spring and early summer months. We do not anticipate excavations to the planned depths will penetrate ground water, however, excavation floors should be sloped to gravity discharges or temporary sumps where water can be removed by pumping. The ground surrounding the excavations should be sloped as much as practical to direct runoff away from the excavation. FOUNDATION Our exploratory borings indicate the undisturbed, gravel soil is as deep as 6 feet below ground surface at the site. To limit differential settlement, we recommend that the foundation be supported entirely on similar soils. The foundation should not be supported in part by the gravel soil and in part by the clay soil. We recommend MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL 1 T PROJECT NO. GS -4307 4 constructing the residence on footing foundations supported by the undisturbed, gravel soil. To meet this requirement, foundation excavations may need to extend below planned foundation elevations. A maximum 3 feet thickness of densely compacted, granular, structural fill can be placed on the gravel soil to re -attain grades near planned elevations. The completed foundation excavation should be inspected by a representative of our firm, prior to placing fomes, to confirm that the exposed subsoils are suitable for support of the footings as designed. A 4 -inch thick layer of densely compacted, granular, structural fill can also be used as a leveling course below footings. Recommended design and construction criteria for footings are presented below. 1. The footing foundations should be supported on the undisturbed, gravel soil or a maximum 3 feet thickness of densely compacted, granular, structural fill. Soils loosened during the excavation or forming process for the footings should be removed or the soils can be re - compacted prior to placing concrete. 2, Footings should be designed for a maximum soil bearing pressure of 4,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by a qualified structural engineer. 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades for frost protection. FLOOR SYSTEM AND SLABS -ON -GRADE The garage floor is planned as a slab -on -grade. The floor slab should be supported by the natural soil and densely compacted, granular, structural fill. The MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL I T PROJECT NO. GS -4307 5 structural fill should be in accordance with the recommendations in the SITE earthwork section. Based on our laboratory test data and our experience, we judge potential risk of differential movement will be low for slab -on -grade construction supported by the undisturbed, gravel soil and/or densely compacted, structural fill. We recommend the following precautions for slab -on -grade construction at this site. 1. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 2. Underslab plumbing should be pressure tested for leaks before the slabs are constructed. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab supported appliances. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well -reinforced to function as independent units. 4. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. Our experience indicates panels which are approximately square generally perform better than rectangular areas. BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. If the on-site soils are used as backfill, we recommend design of below -grade walls for an "at -rest" lateral earth pressure using an equivalentfluid density of at least 45 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density MR. KEVIN KNEIPP ER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL T PROJECT NO. GS -4307 6 assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. Backfill placed adjacent to foundation wall exteriors should be free of organic matter, debris and rocks larger than 6 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. SUBSURFACE DRAINAGE Water from rain, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a building and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below -grade areas after construction. We recommend installation of an exterior foundation drain around the residence. The exterior foundation drain should consist of 4 inch diameter, slotted, PVC pipe encased in free draining gravel. The drain should lead to a positive gravity outlet, or to a sump pit where water can be removed by pumping. Gravity outlets should not be susceptible to clogging or freezing. A typical foundation drain detail is presented on Figure 4. Ventilation is important to maintain acceptable humidity levels in crawl spaces. A recent trend in the Roaring Fork Valley is to ventilate crawl spaces with air from the living area of residences. The mechanical systems contractor should consider the humidity and temperature of air, and air flow volumes, during design of crawl space ventilation systems. It may be appropriate to install ventilation systems that are controlled by humiditstat. MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL 1 T PROJECT NO. GS -4307 SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the Kneipper Residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the residence, where possible. 2. Backfill around the exterior of foundation walls should be placed in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be designed to minimize irrigation within 5 feet of the foundation and should be directed away from the building. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. PERCOLATION TESTING We performed percolation testing in the planned location of the individual sewage disposal system (ISDS). Our field representative directed drilling of one profile boring (Profile) and three percolation borings (P-1 through P-3) at the approximate locations shown on Figure 1. Graphic logs of the soils encountered in the borings are shown on Figure 2. Our field representative performed percolation testing in the borings on August 8, 2004. Test results are presented on Figures 5 through 7. Our percolation MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL T PROJECT NO. GS -4307 8 test results indicate that the design percolation rate for the ISDS at this site will be about 20 to 30 min/inch. LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our borings will occur. We should observe the completed foundation excavation to confirm that the exposed subsoils are suitable for support of the footings as designed. Our report was based on conditions disclosed by our exploratory borings, laboratory testing, engineering analysis and our experience. The recommendations and design criteria presented in the report were developed based on currently proposed building plans. We should be informed if actual construction will differ significantly from the descriptions in the report so that we can check that our recommendations and design criteria are appropriate. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on the design and construction of the Kneipper Residence, please call. CTL 1 THOMPSON, INC. '1 Pc ti Jahr es D. Kellogg, P.E. Project Engineer JDK:cd (5 copies sent) MR. KEVIN KNEIPPER KNEIPPER RESIDENCE TRACT 22, CHELYN ACRES CTL 1 T PROJECT NO. GS -4307 GS -8307_82 08/13/04 SCALE: 1 •: 50' \ o \ Tract IR tel Tlact TS teb Mr. Kevin Kneipper Klepper Reldence Tact 22, Chitin ,we. Project No. GS -4307 co - 1 1 TRACT 22 I. 67 AC 14/- TH-2 • ENCROACHING DRIVEWAY P-3 • ProfTle • P-2 • P-1 • TH-1 • Tract 9I Approximate Locations f Exploratory Borings R9.1 LO£t+—SO 'aN IaeIad SUMMARY LOGS OF EXPLORATORY BORINGS N © ® m Depth In Feet 9 111111 J J N O N 0 moo .0 mw 0 4' 0 r 0 O 0 �C 0 va 7 7a —0C m0 0 E ave ,a -c rt 1 i-. O 0 0 0 0K • 0 O ..-4,7g- a O • a 0 30 07 m' d o 3 G rt n O C r -s o 0 - Indicates practical auger refusal. Bulk sample from auger cuttings. A W N J o=0-4 Z or o'.* —a.0 m 010! 3•2�,- :.' Oa X O 0 0 7 I pm °. as om :Km 0 a • 0 �C , � 1� rto Q _300 5o S$ =o c •• N, d=rtSI. Q Sa• .. m 5a, °x °ddaN� 03 aoQIE o m3ie mo 12p ;gift' o ere a 033E� O C 70 2 2 O •-, 0 =• 21-1.3 7* -10• C= a Co O rt Yqa a s 0 SA y0 •.c co rtO O -I O7 a •rt C m • • 0. n O, a 0 a • nCax Xox o 0x lC0x 11.. \ \ \ \ ‘ ,t 0 N Z 0 1 m N a o ],0 7 * mm 0. 7' N O N 1111111111111111 4003 uI Luded \\ND 2 N -o 0 0 COMPRESSION % EXPANSION -7 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 Sample of CLAY, SANDY (CL) 10 10 100 APPLIED PRESSURE - KSF NATURAL DRY UNIT WEIGHT= 105 PCF From TH-1 AT 4 FEET NATURAL MOISTURE CONTENT= 10.9 % Swell Consolidation Test Results PROJECT NO. GS -4307 FIG. 3 a F 0 SLOPE PER OSHA SLOPE PER REPORT BACKFILL Th (COMPOSITION AND COMPACTION PER REPORT) BELOW GRADE WALL NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67) EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. COVER GRAVEL WITH FILTER FABRIC. REINFORCING STEEL PER STRUCTURAL DRAWINGS PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. FLOOR SLAB " MINIMUM 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. Project No. GS -4307 FOOTING OR PAD PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION Exterior Foundation Wall Drain Fig. 4 SLOPE PER OSHA SLOPE PER REPORT BACKFILL (COMPOSITION M/0 COMPACTION PER REPORT) BELOW GRADE WALL NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67) EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. COVER GRAVEL WITH FILTER FABRIC. REINFORCING STEEL PER STRUCTURAL DRAWINGS PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. FLOOR SLAB MINIMUM 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. 8 Project No. GS -4307 FOOTING OR PAD PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION Exterior Foundation Wall Drain Flg.4 SATURATION AND PREPARATION DATE: 08/07/04 TIME AT START OF SATURATION: 1:00 pm PERCOLATION TEST DATE: 08108/04 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERGOLA - TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-1 37 8:00 15 8.75 11.75 3 5 8:15 15 7.5 12.0 4.5 3 8:30 15 12.0 14.5 2.5 6 8:45 15 11.0 14.5 3.5 4 9:00 15 14.5 16.0 1.5 10 9:15 15 16.0 17.0 1 15 9:30 15 17.0 17.75 0.75 20 9:45 15 17.75 18.5 0.75 20 10:00 15 18.5 19.25 0.75 20 10:15 15 15.75 16.75 1 15 10:30 15 16.75 17.5 0.75 20 10:45 15 17.5 18.25 0.75 20 11:00 15 18.25 19.0 0.75 20 MR. KEVIN KNEIPPER TRACT 22, CHELYN ACRES ...%.. ¢rr Ian r_c_llm Fig. 5 SATURATION AND PREPARATION DATE: 08!07104 TIME AT START OF SATURATION: 1:00 pm PERCOLATION TEST DATE: 08/08/04 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-2 37 8:00 15 8.75 11.5 2.75 5 8:15 15 8.0 12.5 4.5 3 8:30 15 12.5 15.25 2.75 5 8:45 15 12.5 15.25 2.75 5 9:00 15 15.25 16.75 1.5 10 9:15 15 16.75 17.75 1 15 9:30 15 17.75 18.75 1 15 9:45 15 18.75 19.75 1 15 10:00 15 16.5 17.25 0.75 20 10:15 15 17.25 18.0 0.75 20 10:30 15 18.0 18.5 0.5 30 10:45 15 16.5 17.0 0.5 30 11:00 15 17.0 17.5 0.5 30 MR. KEVIN KNEIPPER TRACT 22, CHELYN ACRES rn I * PPRIFCT NO. GS -0.707 Fig. 6 SATURATION AND PREPARATION DATE: 08/07/04 TIME AT START OF SATURATION: 1:00 pm PERCOLATION TEST DATE: 08/08/04 WATER IN BORING AFTER 24 HOURS X YES NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERGOLA - TION RATE (MIN/INCH) TIME INTERVAL (MINUTES) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-3 36 8:00 15 9.5 13.0 3.5 4 8:15 15 8.5 12.75 4.25 4 8:30 15 12.75 15.75 3 5 8:45 15 10.5 15.0 4.5 3 9:00 15 15.0 17.0 2 8 9:15 15 17.0 18.0 1 15 9:30 15 18.0 19.0 1 15 9:45 15 16.5 17.25 0.75 20 10:00 15 17.25 18.0 0.75 20 10:15 15 15.5 16.25 0.75 20 10:30 15 16.25 16.75 .5 30 10:45 15 16.75 17.5 0.75 20 11:00 15 17.5 18.0 0.5 30 MR. KEVIN KNEIPPER TRACT 22, CHELYN ACRES CTL IT PROJECT NO. G5.4307 Fig. 7 PROJECT NO. GS -4307 SUMMARY OF LABORATORY TEST RESULTS SOIL CLASSIFICATION CLAY, SANDY (CL) 1 GRAVEL, SILTY (GM) GRAVEL, SILTY (GM) PASSING NO. 200 SIEVE (%) v N N- SOLUBLE SULFATES (%) UNCONFINED COMPRESSIVE STRENGTH (PSF) I ATTERBERG LIMITS 1 PLASTICITY INDEX (%) a -° J J .-. UJ ° CO A O NATURAL DRY DENSITY (PCF) 105 NATURAL MOISTUR (%) O 6 tV co N d W W w 0 LS a 0 0 .- m (7 Z_ E o CO m _ 2= 1- f- N S I -- Note: Swell due to wetting under an applied load of 1,000 psf. Negative values indicate consol