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Application-Permit
GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street. Suite 201, Glenwood Springs. CO 81801 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970.384-5003 Permit No: 1 Job Address: Parcel/Schedule No: r,7,79.f 53' c -dal 00Q2 ,21 A ,z -( e/6 I Lot No: Block No: Subd. / Exemption: 2 Owner: EbAJ ZlElI 2 AddressPh: VirifAbera_am () q 7o -9'1S- g6le- Wk Ph: coo 575 ' c) 3 Contractor: GAi(CANIS' ((I�siTL�'C it d- ziL Ad res drl .(IO Ph: 97b- 6, ( r- Si -C3 Lie. Na. /t /,e�-E 2ocs"3'u"774, 4 Architect/Engineer: SSC , � . Aderess:Ph• o�.suog ) 916 946V00 foo V Lic, No. C ((l.19 61y No. of Floors: j 5 Sq. Ft. of Building: �} 'v 3 &j w1/ Cam DAG 4- gi.vo 7'' Sq. Ft. of Lot: ' -t Az e5 Height: - az, 6 Use of Buildin : f �] (Aj4l-e 4M�c_'4, ' t -4-1l r- V.� t"e�- lei 6.1 4- C0 fora__ L11? 7 Describe Work: C 0/0.A -etc $^i'2 u c:i7tiJ p rQure'7 t -t mei t LAA.x) trYk- e-crvt.�-?f pc a 1- •••=1,0 e*t Ge.,� S Class of Work: a- gew LI Alteration ' o Remove ❑ Addition ':3 Move • 9 10 Gar 0 Single -1-41 PLC Double Carport:A CISingle NA LJ Double • w/ Driveway Permit ' On -Site Sewage 41- 127 Disposal Site Plan 11 Valuation of Work: 3 Ao1doo - Adjusted Valuations: 5 Z347}7 2.0 C. 12 . Special Conditions: 5 eiat,4 cis PEGV.cT lRPp(20vi=t) eel 02- AO V U,) fL(4 f RaCEI, t4A-r--2 Ft,,,4,04,T-ft-II 0 to Putto I/03 A Nu al's" , 0.44-4 -t. ('f i ?! iii.3 A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OF CON --"11111.1111. i . NOTICE ELECTRICAL PERMIT IS REQUIRED AND BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR 1S NOT COMMENCED WTTHLN 180 DAYS. OR WORK IS SUSPENDED OR ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK 15 CERTIFY THAT 1 HAVE READ AND EXAMINED AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE OF WORK WITHIN WHETHER SPECIFIED HEREIN OF A PERMIT DOES NOT PRESUME TO GIVE OR CANCEL THE PROVISIONS OF ANY OTHER LAW REGULATING CONSTRUCTION OR THE PERFORMANCE 'lir IIT I k MUST BE CONSTRUCTION OR, IF FOR A COMMENCED. THIS CORRECT. ALL WILL BE OR NOT. THE AUTHORITY STATE OR Gb Plan Check Fee: / ) 37 , 34 Permit Fee: Pi Total Fee: Z 887 r 09 Dated P l mit Issued: OCC Gro p::17 -"ti/C)_, Const. Type: Zoning: Setbacks: Manu. Home: 6 (� ISDS No. & Fee: as, _, Id 13 9/6APPROVAL/ y L S iIST` r..... '""' DTE y '1117 I ��. cV 41' `i BLD ��II' t.-40, PING. PE C . = APPROVAL/DATI$� '2, r AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TD AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTIC: ECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE LINI L): r - D c .47 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, 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 occupancy".,,u)sc the issuance of a Certificate of Occupancy for the dwelling under building permit # (.1- gna ure BpcontOct2004 Vn(oL Date VALUATION/FEE DETERMINATION Applicant !- 1 ( , Address (DQ2 Cie 777 Date Finished (Livable Area): Main 2.0-70 Upper Lower '7 2 a Other Total Square Feet Valuation Subdivision Lot/Block Contractow i(�a{ms ( m r]eszy 217 90 Basement: Unfinished --7€1.6 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation 20g 35-7.Z.Q 7200 VA Zi. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a Iicensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within thevelope. Yes ,/ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes ,./ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent pr rties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes ✓ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roofers or joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat pof? (Building height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and m el and Colorado Phase II certifications or phase II EPA certification? Yes No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes (V No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ...eV No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify sa ty glazing for these areas? Yes No 18. Is the location of all natural and Iiquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ✓ No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted w).thout it. Yes , / No 21. Will this be the only residential structure on the parcel? Yes No ✓ If no -Explain: ft00 Aire+.. P> 0,1 22. Have two complete sets of construction drawings been submitted with the application? Yes 23. Do you understa d that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by he Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are required prior to the applicatio 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 perm t? Yes No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 3 4-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50. 0 re -inspection fee? Yes ,/ No 31. Arc you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? / Yes No 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes t_./ 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 Iicense number of the person performing the work will be required at time of applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel_* Number for the lot you are applying for this permit on prior to submittal of a building pe t application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ No (please check with the building department about this requirement) 37. Do you understand that if you are planning 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 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Phone: 9 7v 37 9 - 1 ZFrf� i " DatI (days); 97C) .9 K-- qG CL--- (evenings) Project Name: CSC +,N Z RAI,NY ej ler/ (a /la id Project Address: £ 94 CO R-0 2 Z) K Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC,. IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload: 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R -Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. ■ Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. ■ Floors R -values are R-19. • Basement wall R -values are R-10 below grade, R-19 above grade. • Slab perimeter R -value and depth is R- 10/36in. • Crawl space wall R -values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant 1 L Date 5=-6- a( Building Engineered Foundation Driveway Permit ✓Surveyed Site Plan 3 $- l'1Yrn4t Septic Permit an Setbacks ,-Gra e/Topography 30% Bch Residential Plan Review List yAt /Minimum Application Questionnaire ✓ Subdivision Plat Notes kirll Fire Department Review aluation Determination/Fees ---'Re me Plans/Stamps/Sticker 2ppl h Conditions icationn Signed ✓Plan Reviewer To Sign Application Parcel/Schedule No. ', 1/1440# Snowload Letter- Manf. Hms. `--" Soils Report GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Strea Setbacks Flood ' ain Buil ing Height Zo ing Sign -off oad Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes HrM--1C- 10 GeOteth E-IEPWORTH-PAWLAK GEOTECHNICAL I Hvpwor,r..:I:, Inc. 5020 C;ruri+r.v Riau 154 Ci N:mood Siring,, 81601 Pl:wnr; 970-945.-79F38 Fax; 910,945,:i:454 nmiiil: SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE PARCEL 2, WEST QF SILT 31053 HIGHWAY 6 GARFIELD COUNTY, COLORADO JOB NO, 103 127 MARCH 31, 2006 PREPARED FOR: PEREGRINE DEVELOPMENT ATTN: DON ZIEGLER P.O, BOX 849 GLENWOOD .SPRINGS, COLORADO 81602 Parker 0j-841-7119 • Colorado me ado Springs 719.633.5562 • Silverth 970-46S-1989 TABLE OF CONTENTS P1.1R.POSE AND SCONE OF STUDY PROPOSED CONSTRUCTION SITE CONDITIONS FIELD EXPLORATION I SUI'3Si.'RFACE CONDITIONS FOUNDATION BEARING CONDITIONS..., DESIGN RECOMMENDATIONS 'FOUNDATIONS i 4 - FOUNDATION AND RETAINING WALLS, 5 FLOOR SLABS -6- tiNDERDRAIN SYSTEM ! - 7 - SO5RFA.CE DRAINAGE i - 7 - LIMITATIONS - 8 - FIGURE 1- LOCATION OF•EXPLORATORY BORINGS FIGURE 2 - LOG 012 EXPLORATORY BORING FIGURE 3 - LEGEND AND NOT'E'S i I FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS T_J3LE 1- SUMMARY OF LABORATORY TEST RESULTS 1 piiRPOSE AND SCOPE OE STUDY 'This report presents the results of a subsoil study for a proposed residence to be located on Parcel 2, West of Silt at 3 i 053 Highway 6, Garfield County, Colorado. The project sitz is shown on Figure 1. ' The purpose of the study was to develop rcconunea dations for the foundation design. The study was conducted in aceordance with our agreement for gcotcchnica] engineering se ices to peregrine Developinent elated Feh,ru•ary 24, 2006. We previously conducted a subsoil study for design of foundations fora residence in the western part of Parcel 2 and presented our findings in a report dated February 21, 2003, i Job:No. 103 127. An exploratory boring was drilled in the proposed building area to. obtain infni'ration`on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classsification,'compressibility or swell and: other engineering characteristics. The results of the field exploration; and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the • data obtained during this study and presents our conclusions, design recolnmelndations and. other geotechnical engineering considerations based on the proposed construction and the t:ubsurface'conditions encountered. 1 ROPOSED CONSTRUCTION The proposed residence will be a two story wood frame structure over partial basement level and crawlspace. The attached garage and basement floors will be slab -on -grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 10 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly'froni those'described above, we should be notified to re-evaluate the recommendations contained m this report. II kb ;4c3..- 103 127 • SITE CONDITIONS The site was vacant at the time of our field exploration. The ground surface is relatively ', flat with a moderate slope down to the south-southwest., Therc are two ponds, one uphill and one downhill of the proposed building area, The ponds are conniected by;a stream located to the west of the buil' lmconsistsg area. Vegetation consists of Mass al d wc;ccis. . Scattered cobbles are exposed on the ground surface FIELD EXPLORATION The field exploration for the current proposed residence waft 1. conducted on February 2R, 2006. One exploratory boring was drilled at the location shown on } 1ggttre 1 to evaluate • , - the subsurface conditions. The boring was advanced with 4 inch diameter continuous flight augers powered by a trck-mounted CME -45B drill rig. The boring was logged by a representative off epworth-Pawlak Geotechnical, Inc. Slotted PVC pipe was installed in the boring for future groundwater level monitoring. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hantrner falling 30 inches. This test i5 similar to the standard 'Penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at.which the samples were taken and trepenetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returnedto our laboratory for review by the Project engineer and testi ng. .; • Joh No. 1031:47 , i• : I , • 1 1, i , r • ;I 1 SITBSI.TRFACE CONDITIONS . • . . A graphic log of the subsurface conditions encountered at the site is shown on Figure 2,! , . 1 , 1 The subsoils Consist of about /2 foot of topsoil overlying 'Medium stiff1 'andslightly moist . to soft and wet with dept h, sandy to very sandy silt and clay 'RclatiVely dense, silty sand , 1 — • ,i 1 . and gravel with Cobbles and possible small boulders was encountered beneath die silt and clay at a depth of 32 feet.' Laboratory testing performed on samples obtained from the boring included natural moisture content, density, Atterberg limits, unconfined compressive strength and finer than sand size gradation analyses. Results of swell -consolidation testing performed on a relatively undisturbed drive sample, presented on Figure 4, indicate lo* to moderate compressibility under conditions of loading and wetting. AnUnconfined compressive, strength of 600 psf was indicated for a sample of the clayat a dcpth of 10 feet: The laboratory testing is sumniarized in Table 1. Groundwater was measured in the boring at a depth of 21 feet, 3 days followin.,, drilling 1, 1 and the subsoils were slightly'moist to wet with depth. . 1 , 1 FOIINDATION BEARING CONDITIONS • The silt and clay soils at the site possess low bearing capapity and generally low to moderate settlement potentialin about the upper 6 to 8 feet Spread footings bearing on these,soils should be feasible for foundation support of the residence with some risk of , • • settlement The risk of settlement is primarily if the bearing soils become wetted., • . • • Sources of potential wetting include surface water ponding, excessive irrigation and • utility line leaks. Due to the soft, wet soils encountered with depth, we recommend that the excavation be kept shallowerthan about 6 feet to•avoid encountering soft , • i Excavation equipment should be kept outside the building area to prevent disturbance !ofi' the hearing soils. 1 • Job No. 103 127 c43-istect,i 1. DESIGN RECOMMENDATIONS FOUNDATION S Considering the subsurface conditions encountered in the exploratory boring'nd the - 10 nature of the proposed construction, we recommend the building be founded with spread • footings bearing on the upper; natural subsoils. Tiie. design and construction criteria presented below should be observed for a spread. footing foundation system. 1) Footings placed on the undisturbed natural soils should he designed for an • I'. • • allowable bearing pressure of 800 psf Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about .1 inch or less. There could be some additional settlement if • the bearing sods become wetted. 2) The footings should have a minimum width of 20 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should he provided with adequate soil cover above their bearing elevation for frost protection, Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuors foundation walls should be reinforced top and bottom to span. local anomalies such as by assuming an unsupported length of 'at least 12 , . i feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discos. ed in the ".l'riundatiou and Retaining Walls" section of this report. I I 5) The topsoil and any loose or disturbed soils should be removed and the i footing bearing level extended down to the firm naturii1 soi]5, Thc: exposed I Job No. N)3 121 _5" soils in footing area should then be moistened and compacted. If water seepage is encountered, we should be contracted for further evaluation. 6) A representative of the geotechnical engineer should Observe all footing iI excavations ,prior to concrete placement tci evaluate, bearing conditions., i FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and c -an be expected to undergo only) a slight amount of deflection should be deli ;reed fey- a lateral • earth pressure Computed on the basis cif an equivalent fluid unit weight of atleast 50 pcf • for backfill consisting of the on-site soils. Cantilevered retaining structures which are 1 separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed i on the basis of an equivalent fluid unit weight of at least 40 pcf for ba*fill consisting of the on-site soils. Backfill should not contain vegetation or topsoil. , All foundation and retaining ,structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, conetruetion materials and equipment. The pressures recommended above assume drained conditions behind the I walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a,foundation wall Or retaining structure. An upderdrain should be provided to'prevent hydrostatic: pressure buldup behind walls. c 0 Backfill should be placed in uniform lifts and compacted.to at least 30 /, of vite maximum standard Proctor density at a Moisture content near optimum, i aUki711 in pavement and walkway areas should be' compacted to at least 95% of the maximum standard Proctor density. Caro should be taken not to overcornpact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some Job N«. 103 127 -6 - settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities 'constructed on the back. ill. I • The lateral resistance of foundation or retaining wal l footings'will be a Icombi ration of the • ,sliding resistance of the footing on the foundation materials and 'passive earth'pressure against the side of the footing, Resistancet.0 sliding at the bottoms of the footings can be calculated based on a coefficient of frietioll'i of 0.35. Passive pressure c i com acted • backfill against the sides of the footings can be calculated using'an equivalent fluid unit w�:igllt of 3001pcf. The coefficient of friction and passive pressure values recommended •above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a• moisture content near optimum. FLOOR SLABS The upper natural soils, exclusive of topsoil, are suitable to support liglrtly ldaded slab - on -grade construction. The silt and clay soils are compressible when wetted which could result in some slab settlement and distress if the bearing soils become: wet. To reduce the effects of some differential movement, floor slabs should be separated from all bearing • walls and coluinfis with expa inion joints which allow unrestriiined vertical movement. }floorb slabcontrol 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 an experience and the intended slab use, A minimum 4 inch layer of free - draining gravel should he placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retaincc on the No. 4 sieve and less than 2% passing the No. 200 sieve. Joh No. 103 127 lerte-c:h I 1 1 4.1.-!-!! 1 - 7 - All fill materials for support of floor slabs should be compacted to at least 9:96 of maximum standard Proctor density at a moisture content near optimum R,cluired fihl can consist of the on-site soils devoid of vegetation, topsoil and oversized 3LOck. , r ' r • i r , r r . , • r r , r • , , • , , 11 I . : , 1 r, , : • 1, UNDERDRAIN SYSTEM i' , 1 1 1r r , 1 1 , , r• I , Although free watet was not encountcred during our exploration, it ha5ri been our r I • - • 1 r 1. experience in the area that local perched groundwater can develop dirtrihg ti I -TICS of heavy ! I, precipitation O r seasonal runoff, FrozengrOund during spring runoff can ornate a perched ! I r I , r • 1 ., c(niditi On. We recommend below -grade construction, such as retaining walls and , basement areas, be protected from wetting' and hydrostatic pressure buildup by an underdratn system. . 1 The drains should consist of drainpipe placed in the bottom of the wall backilli . . surrounded above the invert level with free -draining granular material.Ir The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish • : r grade and sloped at a minimum 1% to a suitable gravity Outlet. Free -draining grmular , , r ! 1 r material used in the underdrain system should contain less than 2% passing the No. 200 I sieVe, less than 50% passing the No. 4 sieve and have a niasimum size'of 2 inches. The 1 r , drain gravel backfill sbmild be at least 1%2 feet decry. An impervious rriembrane such as , , i , • 20 mil PVC should be placed beneath the drain gravel in 'a trough shape and attached to 1 r I • the founclationwall with mastic to prevent wetting of the bearing soils.: , r r • ' r I r I r , ' I; r 1 r SURFACE DRA1NACIE r r 1 r 1 The tbllowing drainage precautions should be observed during construction and Maintained at all times after the residence has been completed: , 1) inundation of the foundation excavations and unclerslab, areas should be avoided during construction. 1 I • • 1 ! • 1 lob No. 103 127. cr- .44rct'te0-ir j - 8 - 2) Exterior back.fill should be adjusted to near oPtimum moisture iiici compacted to at least 95% of the maximum standard Proctor density in 1 . pavement and slab areas and to at least 9()% of the maximum standard Proctor density in landscape areas. . 1 , I , 3) The g,rounci surface surrounding the exterior of the building should he i i ' sloped to drain away from the foundation in all directions. We, 1 ' ' recommend a minimum slope of 12 inches' in the first' 10 foci in unpaved 11 areas and a 'minimum slope of 3 inches in the first W feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of thc on - 1 , site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnieal engineering principles and practices in this area at this time. We make no wart'anty either 1, express or imPlied. The Conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at thelocation indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. lithe client is concerned about MOBC, then a professional in this special field orpraetice should be consulted. Our findings include extrapolation of the subsurface conditions identified at the' exploratory boring and variations in the subsurface condition s maynot bocome evident until excavation is performed. lf conditions encountered during construction appear different from those described in this report, we should be notified SO that re- evaluation of the recommendations may be iriade. • Job.No. 103 12'7 !i This report has been prepared for the exclusive use by our client fnr design purposes. We are iiut responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field servict:,5 during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Sign iicant design changes may require additional analysis or modifications to the reconarzzenci ati it s presented herein. We recom niend on-site observation of excavations and fout dation. bearing strata and testing of structural fill by a representative of the gecitccht;ica' 1 eniiaa er. Respectfully Submitted, FIEPWORTH - PAWLAK GIEOTECHNIgAL, INC. Jordy Z. Adamson, Jr., P.E. Reviewed by: Steven L Pawlak, P.E. JZ.AI kram Joh N07103 127 EXISTING POND 0 BORING 1 (PROPOSED CABIN) BODING 2 O (ORIGINAL' PROPOSED RESIDENCE LOCATION) PARCEL 2 I sig PARCEL 1 BENCH MARK: FLOOR LEVEL OF AZEBO; ELEV, T 100.0% ASSUMED BOR NG 1 PROPOSED RESIDEN E TO MILLER LANE (COUNTY ROAD. 227) APPROXIMATE .SCALE 1" = lOO' 103 127 EXISTING WETLANDS 11 BORING 3 1\ 0 • 1 \ 1 1 11 1 \ EXISTING RESIDENCE \\ \1/4I \� \\ BORING 4; (PROPOSED LEGEND: • BORING DRILLED FOR CURRENT STUDY. 0 BORING DRILLED FOR PREVIOUS STUDY, 2/21/03 \`,.\\ CABIN) p it \� EXISTING GRAVEL DRIVE HIGHWAY 6 LOCATION OF EXPLORATORY BORINGS E £PWp AV/IAKGliarm_NJCAL LEGEND: TOPSOIL; sandy silty clay, organic, soft, moist, brown, SILT AND CLAY (ML -CL); sandy to very Sandy, sand layers, stratified, medium stiff to soft with depth, slightly moist to wet with depth, brown, lowpiasticity, SAND AND GAVEL (SM -GM): slit)(,with cobbles and Possible small boulders, medium dense, wet, brown. Relatively undisturbed drive sample; 2 -inch I.D. California liner sample,' Drive sample; standard penetration test (SPT),1 318 inch €.D, split spoon sample, ASTtv1-1586. 5/12 Drive sample blow count; indicates that 5 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. �'3 Free water level in boring and number of days following drilling measurement was taken. /1 Indicates slotted PVC pipe installed in boring to depth shown. NOTES: 1. The exploratory boxing was drilled on February 28, 2006 with a 4 -Inch diameter continuous flight power auger. 2. The exploratory boring location was measured approximately by pacing from features shown an the 'site plan provided. 3. The exploratory` boring elevation was measured by instrument level and refers to the Bench Marl( shown on Figure 1 4. The exploratory boring location and elevation 'should be considered accurate Only to the degree implied by the method used, i • 5. The (lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and. transitions may be gradual,' 6. Water level readings shown on the log were made at the time and under the conditions indicated, Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC - Water Content (%) DD = Dry Density (poi) -200 = Percent passing No. 200 sieve Lir = t quid L.irnit (%) P1 .= Plasticity Ir lex (%) UC = Unconfined Compressive Strength (psi), 103 127 'Hti?WORIWPAW.AKG O7RCHNIIGu.' LEGEND AND NOTES Moisture Content 7 16.0 peroet t Dry Density - 110 C Sample of; Very Sandy Silty Clay; From: Boring 1 et 2y Feet No movement upon' Wetting 0.1 1.0 APPLIED PRESSURE - kst 103127 SWELL -CONSOLIDATION TEST RESULTS FIpWom1IPAWlAx CAM. • 10 1o0 Figure 4; LT'd 10101 1-EPWORTH-RAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS ]ole No. 10,3 127 SAMPLE LOCATION wa-DRtr. I iior] LrF'.0 ' )EPTH : CONTENT (R) NATURAL DRY ]ENST3Y (:: :f) GFt�1�ATl(lT: GRAVEL. 1 SAND , - PASSIM.; NO. 2ry (5,; (.,.L) SIEVE AlTER13ERG LI-1ITS LIQUID 4.11 -!-,TT - { 3 J:iEX (`:=o) (%) Ur COP-1i1r ED COMPRFSF_ STRENGTH (PSF) OIL. OP. E.DR-D :. TYPE . 1 x a U 1 n 21 16.0 110 j Ver � Sand Silty Clay 5 - 5.5 12 2 7 10 - Clayey Sand 10 23.1. 99 79 600 _ _ _. __—__ Sandy Silty Clay .r -_._....„--_ -- ---- I �. - Ir__--__..-- i -._....._-. ..- .-.._ 1 1 n GARFIELD COUNTY BUILDING AND SANITATION DEP TMENT Permit Nw 3 8 6 r 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 Phone (303) 945-8212 `" I)NDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY ti • Owner's Names. System Location Assessor's Parcel No. This does not constitute a building or use permit. Sot. Present Address O - i r. -a4 iTrQ tI 'phone -379 -at. Legal Description of Assessor's Parcel No. SYSTEM DESIGN /50Z <917(1-(-5_,"2)-41)4D- 4€4.44 -5 - a -c' 4 Chum/4e re4e5_ Septic Tank Capacity (gallon) Other / h: tib Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback/Requirements: Date ♦ / c25Inspector FINAL SYSTEM INSPECTION AND APPRcVAL (as Installed) ° Call for inspection (24 hours notice) Before Covering Installation St7stem Installer 'optic Tank Capacity t)d Septic Tank Manufacturer or Trade Name Septic Tank Access within 8'of surface140 1.4A Absorption Area ��ii Absorption Area Type yd/or Manufactvref.oi:`. idit4lame Adequate complianile with County nd, t f Date,,. *CONDITIONS: lonslrequirements „earu2,":2-7-7". _ Inspector RETAIN WITH RECEIPT CIECO S AT CONSTRUCTION SITE f i 1. All installation muss com i1h all re it and 25, Article 10.C:I3,b`. 1 ✓ •lora •aState Board of Health Individual Sewage Disposal Systems Chapter 8/3evised 1 4 .1 2. This pe'mif 10 401 on for to structures which have fully complied with County zoning and building requirements. Con- nection Io or pse with ening or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement ofthetpermit and cause forpoth legal action and revocation of the permit. lis an individual sewage disposal system in a manner which involves a knowing and material contained in the application of permit commits a Class 1, Petty Offense ($500•OO line — 8 3. Any person who constructs. alters, o jl n variation from the terms or epptcifl it months In jail or bott ). White - APPLICANT Yellow . DEPARTMENT i 4, } f Garfield County Application for Driveway Permit RE CEIVED XI 2 2 2003 GARHELC i OtiNTY BUILDING 3. PLANNING Application Date; 10/2112003 Permit Number:127 Permiiee: Don Ziggler Termination Date:11/21/2003 County Road Number: 227 Inspector: Ted Morgan District: 2 Sub -Contractor: 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 Road1227vAt the property, adjacent to Applicant's property located on the 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 far the bona fide purpose of securing access to his property and not for the purpose of doing lousiness 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. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall 'be sureeybraced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire ' errRoved 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 driveways) 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. Special Conditions: 1. Construct a 30' wide driveway with a 1S" culvert 50' long. 2. A Chip Seal pad is required 30' wide X 10' long X 4" thick 3. No more than a 3% slope away from the County road. 4. Construct so no drainage accesses the County Road. 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: A Address: 3 (0 3 50 1CT4 (QJ I Telephone Number. C?7c1.3/ 9 - zoo Permit granted 10I21t2003. subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: (4.14iLea4 Representative of Garfield County Road and Bridge Signature Specifications I. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for nual commercial entrances a minimum of I00 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on o extending over any portion of the county road right-of-way... 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width gr,t(30) feet measured at right angles to the centerline of the driveway except as increased by permissible rn. tlroncommercialtriveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The eo on of parking or servicing area&on the county road right-of-way is specifically prohibited. Comm Yeestablishments for customer vehicles shofild provide off -the -road parking facilities 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet frot the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of Cow ty Commissioners or their representative, prior to installation, must approve the dimensions and types of alt drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without dirawing, blueprint, or sketch. DISTRICT COURT, WATER DIVISION NO. 5, COLORADO Court Address: Garfield County Courthouse 109 81h Street, Suite 104 Glenwood Springs, CO 81601 (970) 945-3862 • COURT USE ONLY Applicants: DONALD R. ZIEGLER and ANNETTE ZIEGLER In GARFIELD, EAGLE, PITKIN AND SUMMIT Counties, Colorado Scott Balcomb, Atty. Reg. #1376 BALCOMB & GREEN, P.C. P.Q. Drawer 790 Glenwood Springs, CO 81602 Phone Number: (970) 945-6546 Fax Number: (970) 945-8902 mail: scott@balcombgreen.com Case Number: 02CW35 Q Water Division No. 5 APPLICATION FOR STORAGE WATER RIGHTS, SURFACE WATER RIGHT, CHANGE OF WATER RIGHT AND APPROVAL OF PLAN FOR AUGMENTATION 1. Name and address of applicants: Donald R. Ziegler Annette Ziegler 544 North Traver Trail Glenwood Springs, CO 81601 c/o Scott Balcomb Balcomb & Green, P.C. P.O. Drawer 790 Glenwood Springs, CO 81602 Ph: (970) 945-6546 DISTRICT COURT, WATER DIVISION NO. 5, COLORADO GARFIELD COUNTY COURTHOUSE 109 8TH STREET, SUITE 104 GLENWOOD SPRINGS, CO 81601 (970) 945-3862 COURT USE ONLY CONCERNING THE APPLICATION FOR WATER RIGHTS OF DONALD R. ZIEGLER AND ANNETTE ZIEGLER IN GARFIELD, EAGLE, PITKIN AND SUMMIT COUNTIES, COLORADO CASE NUMBER: 02CW350 WATER DIVISION No. 5 FINDINGS OF FACT, RULING OF REFEREE, AND JUDGMENT AND DECREE OF WATER COURT This matter came before the Court upon the Application of Donald R. Ziegler and Annette Ziegler for Storage Water Rights, Surface Water Right, Change of Water Right and Approval of Plan for Augmentation. The Water Judge referred the Application to the undersigned as Water Referee for Water Division No. 5, State of Colorado, in accordance with Article 92 of Title 37, Colorado Revised Statutes 1973, known as the Water Rights Determination and Administration Act of 1969. The undersigned Referee has made such investigations as are necessary to determine whether or not the statements in the Application are true, has become fully advised with respect to the subject matter of the Application and has consulted with the Division Engineer for Water Division No. 5. The Referee hereby makes the following determination and ruling as the Referee in this matter. I. FINDINGS OF FACT 1. Applicants filed an Application for Storage Water Rights, Surface Water Right, Change of Water Right and Approval of Plan for Augmentation on December 20, 2002. 2. The Application was properly published in the resume for Water Division No. 5. All notices required by law have been made, and the Court has jurisdiction over the Application and over all of the parties in this case. All publication costs have been paid by the Applicants. 3. The Southeastern Colorado Water Conservancy District filed a timely Statement of Opposition. Said Objector has consented to entry of this decree by way of stipulation on file Driveway permit Page 1 of 2 Ziegler, Donald R From:' Jake, Mall [jmall@garfield-county.com] Sent: Wednesday, March 08, 2006 11:27 AM To: Tereasa Baker Cc: Ziegler, Donald R Subject: FW: Driveway permit Tereasa: Please keep this on file as an exemption letter for this applicant when he comes into get his building permit. If you have any questions give me a call. Jake B. Mal! Administrative Foreman Garfield County Road & Bridge Dept. From: DONALD.ZIEGLER©wellsfargo.com[mailto:DONALD.ZIEGLER©wellsfargo.com] Sent: Wednesday, March 08, 2006 10:11 AM To: Jake Mall Subject: Driveway permit Jake, Garfield County had issued a driveway permit for my property located at 0092 County Road 227, Rifle, Colorado on 10/22/2003 (permit #127) as we were completing an ADU on this subject property. The appropriate pad was constructed, the designated culvert was installed and the driveway was completed in gravel per our application and is complete to this state currently. It is my intention to construct my primary residence at 0092 CR 227 commencing in May of this year and completion to be in October of this year. My plan is to complete the driveway in asphalt per the County's standards, once the foundation and back fill is completed along with installing the utilities to the dwelling, which I anticipate no later than 8/1/06. Please extend my existing driveway permit to enable me to complete the requirements of the County for permit purposes on this project. If there is anything else you would require, please don't hesitate to call. Thank you for your consideration in this matter. Donald Ziegler Branch Manager Wells Fargo Home Mortgage M1306-021 817 Colorado Ave. Suite 201 Glenwood Springs, CO 81601 970.928.7101 Tel 970.945,7372 Fax donald.ziegler@wellsfargo.com For your protection, we remind you that this is an unsecured email service, which is not intended for sending confidential or sensitive information. Please do not include your social security number, account number, or any other personal or financial information in the content of the email. To see our privacy policy regarding how we use and protect customer information, please select the following link: http://www.wellsfargo.comlprivacyfprivacy.ihtml. To discontinue receiving all emails containing solicitation materials from Wells Fargo Bank N.A., including Wells Fargo Home Mortgage, please send an email to NoEmailRequest@wellsfargo.com with your name and email address. wells Fargo Home Mortgage is a division of Wells Fargo Bank, N.A, © 2005 Wells Fargo Bank. All rights reserved. Equal Housing Lender. Wells Fargo Home Mortgage -2701 Wells Fargo Way -Minneapolis, MN 55467-8000 3/8/2006 Cuffent Jamul 2003 APPLICATION TO LEASE WATER FROM WEST DIVIDE WATER CONSERVANCY DISTRICT Contract i;1030123DAZ (a) Map X1453 Date Activated 1/23/03 L APPLICANT INFORMATION • Name: Donald and Annette Ziegler ai ingaaddress: 544 North Traver Trail Glenwood Springs, Co 81601 Telephone: 5970) 945-9652 Authorized agent: David Jones and Scott Bolcom)) 13alcomb & Green, P.C. 2. WATER COURT CASE # 02CW350 3. USE OF WATER 0 RESIDENTIAL (check applicable boxes) 0 Ordinary hous_hoid use Nutnbcr of dwellings: 4 D Subdivision: No. constructed units: No. vacant lots: 0 Home garden/lawn irrigation of 2,000 sq. ft. Method of irrigation: 0 flood 0 sprinkler 0 drip 0 other Non-commercial animal watering of 4 animals ❑ Fire Protection Well Sharing Agreement for multiple owner shells must be submitted. ❑ COMMERCIAL. (cheek applicable boxes) Number of units: Total sq. ft. of commercial units: Description of use: ❑ INDUSTRIAL Description of use: Evaporation: Maximum water surface to be exposed: Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water- withdrawn from the pond: ❑ MUNICIPAL Description of use: 4. SOURCE OF WATER Structure: 1) Spring and 2) Pond Structure Name: Ziegler Spring and Ziegler Pond No. 1 OGround water Current Permit # (if applicable) 0 Direct Pumping: Tributary: Mallory Gulch. tributary to Colo. River Location: 5. LOCATION OF STRUCTURE Zicgjer Spring. Garfield County SW V. SW'! Section 5. Township 6 South, Range 92 West of the 6"' P.M.: approximately 565 feet East of the cit ection line and 770 feet North of the South Section line: Ziegler Pond No. 1 Garfield County in the SWYSWV of Section 5, Township 0 South Ranee 92 West of the 6th P.M.: approximately 770 feet East of the West Section line and 475 feet North of the Sotjth section line. County Quarter/quarter Quarter Section Meridian Township Range Principal Distance of well from section lines Elevation: approximately 5,430 feet Well location address: (Attach additional pages for multiple structures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) Provided as an attachment Number of acres in tract: 2 tracts totaling 8.8 acres Inclusion into the District, at Applicant's expense, may be required. 7. TYPE OF SEWAGE SYSTEM Septic tanklabsorption leach field DCentral system EOther District name: 8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET: 1.5 (minimum of I acre foot) Leased amount based on diversions finless contractee has an augmentation plan or submits supporting monthly engineering data. Commercial, municipal, and industrial users must provide diversion and consumptive data on a monthly basis. R totalizing flow meter with remote readout is required to be installed and usage reported to West Divide. Applicant expressly acknowledges it has had the opportunity to review the District's form Water Allotment Contract and agrees this application is made pursuant and subject to the terms and conditions contained therein. Appl(cant Signature Application Date: /i`///4r3 6 SCHMUESER I GORDON I MEYER ENGINEERS 1 S U R V E Y O R S i 18 W. 6TH, SUITE 200; GLENWOOD SPRINGS, CO 81501 O PO. BOX 3088; CRESTED BUTTE, CO 81 224 TO.: RE: ap- (294-z orgy LETTER OF TRANSMITTAL ❑ P.O. Box 2155; ASPEN, CO 8 1 621 ❑ 320 3RD ST.; MEEKER, CO 81 641 DATE.:. 61V/25/66 ATTN:. _`' ✓F-1-l� -r-c: PRO,)ECT: / V r . PROJECT _NO� WE ARE SENDING YOU 0 ATTACHED: 0 UNDER SEPARATE COVER VIA ❑ SUBMITTALS ZRAWINGS 0 LEGAL DESCRIPTIONS ❑ CONTRACT DOCUMENTS 0 COPIES: DATE:...... NO: 2ock-6,3s THE FOLLOWING ITEMS: 0 SPECIFICATIONS 0 COPY OF LEITER DESCRIPTION' 36 .s }CET THESE ARE TRANSMITTED AS CHECKED BELOW; effr FOR APPROVAL 0 APPROVED AS SUBMITTED 0 RESUBMIT ( ) COPIES FOR APPROVAL O FOR YOUR USE ❑ APPROVED AS NOTED 0 SUBMITS ) COPIES FOR DISTRIBUTION ❑ AS REQUESTED 0 RETURN FOR CORRECTIONS 0 RETURN ( ) CORRECT PRINTS ❑ FOR REVIEW AND COMMENT O FOR BIDS DUE: REMARKS COPY TQ:... GLENWOOD SPRINGS CRESTED BUTTE O PRINTS RETURNED AFTER LOAN TO US SIGNED.:. 970-945-1004 FX: 970-945-5948 ASPEN 970-925-6727 FX: 970-925-4157 970-349-5355 FX: 970-349-5358 MEEKER 970-878-5180 FX: 970-878-4181 111111 H1I Illlll 111111 I111 Illil 111111 111 11111Illi 101 644650 01/15/2004 10:31A 81554 P621 M ALSDORF .1 of 1'R 0.00 D 0.00 GARFIELD COUNTY CO SPECIAL USE PERMIT Donald Ziegler In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 2003-62 of the Board of County Commissioners of Garfield County; State of Colorado, hereby authorizes, by Special Use Permit, the following activity: An Accessory Dwelling Unit for Parcel 2 off of County Road 227 (Miller Lane), Rifle, Colorado The Special Use Permit is issued subject to the conditions set forth in the above- mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. BOARD OF COUNTY COMMISSIONERS FOR GARFIELD COUNTY, COLORADO 03/13/2008 08:13 FAX 0706258658 InscuNlion Report RIFLE ELECTRIC INC 0002 Page 1 of 1 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 19 -APR -07 Permit Number; 606140 Contractor/HomeOwner: Address: Type of Inspection: Action; Comments or Corrections; RIFLE ELECTRIC INC 0092 COUNTY ROAD 227 Final Accepted Inspectors Name: Robert Fuller Phone Number: 970 6254561 Date; 19 -AFAR -07 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 r\R 1 3 2a'3?, https://www.dora.state.co.us/pis/real/Ep_Web Inspection_GUI.Process_Page 3/13/2008 .,uUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Permit No. 0017. C.2 2'2 1 I have this day inspected this structure and these premises and found the following corrections needed: a 6LA pea. hnewt ki12-4 Ostr..L4t. 46 Cia-aary wife 3 GL. S+44-4 Lt.11) NdOLA_D e_ga.Axt 4 1 , You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date Building Inspector Phone (970) 945-8212 20 01 No 99 ay oviop � . Assessor's Parcel No /-053-DO 098 Date --3 1=Q� BUILDING PERMIT CARD Job Address Li'2 (P° V P2---1 �, E L.L_ .. i,,'- Address : `// �e z J" lone # q4.5"1 -6e52- Owner gt Contractor t V 0e)-0.4:Address ��-f � Phone # '� Setbacks: Front Rear RH LH Zoning S/Fe)f) Glut&G-34 Soils Test Weatherproofing Footing b - J �.�--t -L Mechanical Foundation'n/ b .- f4l-0t i 7 5:--.04/19ht Electrical Rough (State) ,,// Grout Electri al Fria! tate) `�`--J % giftvt___, Underground Plumbing gj "Q-Q�v Final -d /Checklist Completed? Rough Plumbing /2 - 2 2 - a 6 Framing /1 - Z 2- -36 - Certificate ODactceu c Nzs 'i •� �� Insulation (� r e -DC /911'L Septic System # Roofing Date Drywall / -'D 47 -R,- Final Gas Piping / 2 - 7._" -O6, /9-vlL_- Other 7./7-ao e togA 42.6 N.ctOTES ?-27-0C/Le.a44a A4L. 4 7 . (continue on back) Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number 2007 Mill Levy 020 R200054 217905300008 46.145 Owner Name and Mailing Address ZIEGLER, DONALD R & ANNETTE R 544 N TRAVER TRAIL GLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:5-6-92 DESC: TR IN THE SWSW BK:0509 PG:0669 BK:0509 PG:0644 BK:1554 PG:621 RECPT:644650 BK:1385 PG:422 RECPT:610449 BK:1385 PG:420 RECPT:610448 BK:0888 PG:0225 BK:0662 PG:0769 Location Physical Address: 92 227 COUNTY RD SILT Subdivision: Land Acres: 4.67 Land Sq Ft: 0 Section Township Range 5 6 92 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217905300008 3/14/2008 Parcel Detail Page 2 of 4 2007 Property Tax Valuation Information Sale Date: Sale Price: 9/10/2002 63,000 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 1 0 Actual Value Assessed Value Land: 130,000 10,350 Improvements: 147,010 11,700 Total: 277,010 22,050 Sale Date: Sale Price: 9/10/2002 63,000 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 1 0 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217905300008 3/14/2008 Residential Building Occurrence 1 Characteristics 1 1 TOTAL HEATED AREA: 1,107 ABSTRACT CODE; FAM.RES- SINGLE IMPROVEMTS ARCHITECTURAL STYLE: 2 -STORY EXTERIOR WALL: LOG ROOF COVER: PRO PANEL ROOF STRUCTURE: GABLE INTERIOR WALL: EXPOSD LOG INTERIOR WALL: DRYWALL FLOOR: CARPET FLOOR: HARDWOOD HEATING FUEL: ELECTRIC HEATING TYPE: ELEC BS BD STORIES: STORIES 2.0 BATHS: 1 ROOMS: 4 UNITS: 1 BEDROOMS: 2 YEAR BUILT: 2004 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217905300008 3/14/2008 Parcel Detail Page 3 of 4 Tax Information Tax Year Transaction Type Amount 2007 Tax Payment: First Half ($508.74) 2007 Tax Amount $1,017.48 2006 Tax Payment: Second Half ($432.28) 2006 Tax Payment: First Half ($432.28) 2006 Tax Amount $864.56 2005 L __ Tax Payment: Second Half J ($432.26) 2005 Tax Payment: First Half ($432.26) 2005 Tax Amount $864.52 2004 Tax Payment: Second Half ($220.37) 2004 Tax Payment: First Half ($220.37) 2004 Tax Amount $440.74. 2003 Tax Payment: Second Half ($187.55) 2003 Interest Payment ($1.88) 2003 Interest Charge $1.88 2003 Tax Payment: First Half ($187.55) 2003 T Tax Amount $375.10 2002 Tax Payment: Whole ($431.44) 2002 Tax Amount $431.44 2001 Tax Payment: Second Half ($214.56) 2001 Tax Payment: First Half ($214.56) 2001 Tax Amount $429.12 2000 Tax Payment: Second Half ($193.38) 2000 Tax Payment: First Half ($193.38) 2000 Tax Amount $386.76 1999 Tax Payment: Second Half ($192.48) 1999 Tax Payment: First Half ($192.48), 1999 Tax Amount $384.96 Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=217905300008 3/14/2008 Job Address