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HomeMy WebLinkAboutApplication- PermitNo, 6630 GARFIFI.D COUNTY BUILDING, SANITATIONand PLANNING DEPARTMENT 109 801 &met Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 °i -r9/ Job Address 0,01),/;a4 iL 9�. Nature of Work Building Permit co. Use of Building f `(\ - � t A, 4-G .. Owner " Au. '-Q-Q J V` GiIi-0. + 0,Al�,yt; Cogi,raclor 0 c�-_, Amount of Permit S SS F , J , /„21.- .25 Sri SU 0--D Date ~]'l J,kx. •\ 191 Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO e spaces only. PERMIT NO. PARCEUSCHED NO, —_..— �--�9/ JOB ADDRESS £? �S 1 - LEGAL DESCR. LOT NO. BLACK BDIVISION 2 OWNERSandre k oR3,17arrcrl 3-E1s 1 iRESS 27b531.1 6e,a,14&a.s- �7 PH.tGOI57J�I( ' �r 6/4_,LIA,A. WK, PH. &ate 2000 3 CONTRACTOR 5 ADDRESS PH. LICENSE NO. 4 OL I�.l.(1Cit'l. % Got6 ARCHITECT CR DESIGNER11) Ir•I I2 ADDRESS PH. LICENSE NO. 5 ENGINEER ADDRESS PH. LICENSE NO. 6 S.F OF BUILDING 'el as. // S.E OF LOT 6j'/f-ORES \ HEIGHT NO. OF FLOORS 1 7 USE OF BUILDING IDLVf<<11[Yc, 8 Cuss OF WORK: XNEWy❑ ADDITION ❑ ALTERATION ❑ REPAIR o MOVE ❑ REMOVE 9 / DESCRIBE WORK: 5 in A/C- A o()(,(, lf*Q 1-torVL od / F.citA1 0-ri0/M GARAGE SINGLE DOUBLE CARPORT SINGLE/// DOUBLE cl.p...... DRIVEWAY PERMIT ON SITE SE'NP.GE DISPOSAL PERMIT SITE PLAN 1 1 \ V,S1uMtorr of woRK; $ ADJUSTED VAL.S A PLAN CHECK FEE / c7 / / PERMIT FEE /R. 7 • a SPECIAL CONDITIONS:,,6 a' /17- �� ,^ r1! ? 0 g- 0 0 / U SCHOOL IMPACT FEE NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW CN PARCEL TOTAL FEE 6'57,94 OCC. GR. 3 i _ CONST, TYPE i NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING, vEVTIL6.TlNG OR AR CONDITIONING, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED CR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK S COMMENCED ! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHE' STATE OR��� LOC • LAW REGULATING CONSTRUCTION OR THE REO' MANCE OF CO IiiTRUCTION 4 4 A. i I! 41 % (Da1e1 / I' WATER SUPPLY DATE PERMIT ISSUED SPECIALAPFRCVALS RE^u1REo RECEIVED NOY REcuIRED ZONING ✓ `� HEALTH DEPT, FIRE DEPT. SOIL REPORT SETBACKS FLOOD HAZARD Signature of Owner, Contras, or authonxed age ura- ood n toe above, . t aG `t e • �J /J % i1C�"f - - UANUF. HOME q DO.Or� �S I� c- s OTHER Lam- Cil Q 5U BuitOmg Deperment Aporavaidate � ?' '!arming - -rtment Approval/ to s f`� 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 ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT .TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT 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 THIS CODE CR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND DWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 1N SUPPORT OF THE OWNERS INTEREST. Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE fINITIAL •� r , 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 root a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets; a sink with hot & cold running water, kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, 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 ail 1994 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. 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 (CO.) is issued. Occupancy or use of dwelling without a•C.O. will be considered an illegal occupancy and may be grounds for vacating premises until above conditions are met. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # ff % 9 7 Date ,aL,i4.1__. 0 _ _- .coo - --- PLOT PLAN roposed Modular home in SE 1/4 of the NE 1/4 of Section 33 T 5 S, R 92 W of the 6th P.M. in Garfield County, Colorado West Septic tank njj) and leach field cb. cNt 331.17' Proposed location of Modular Home • Proposed location of well D: --.ince from septic tank tc well is 215 feet. D:. -.ince from edge of leach F..7:: to boundary is 39.00 feet. A rr of lot is 5.00 acres rre_ 3red by JEt;.Y BAUER .L.� #9009 18�- :O, RO47) 293 kTh= =. CO 8160 30: -'25-18`2 barbed wire fences Scale 1"= 100" 69a# Ploog f uno;j Prepared for Dr3rrin and Sandi Jewell 27653 US Hiahwa� 6 Rifle, GO 51150 9'10-S76-2694 September 8, 1996 File: Jewell/exempt II 1968 Square Feet Heated Area 0 cr)0101 mug ziwompoo V 9L X 9Z 27'-4 DEC -11-97 09:47 AM OAKWOODHOMES. LOT234 To; 9-V-1-97.0.242-0447 H O M E' S From; OARUMM 14045 - fAXSYS Al 702420447 p.OX L2-1197 7:55am P. 1 or 1 B Y O A X W OO D, I N C. P A x ▪ 1t A 1 L ATTENTION: FORREST FROM : COLLEEN STAFFORD RE : JEWELL SANDRA MODEL #1655 PWO #177432 TO WHOM IT PAY CONCERN: THIS PWO NUMBER IS TO BE BUILT WITH 40# ROOF LOAD & 2x6 SIDE WALLS WITN 22/19/30 INSULATION. THANKYOIJ COLLEEN STAFFORD PRODUCTION PLANNING ISO I } s Co',±tr o7z45 --,\Fk JAS or{ 5 )6c HS anie Tff r4 rcH8R. Piet w/'til /6e-6•4 W e) d e cl. '"' o P f A4- Ye e Mo 5;2 c S t t? p Fo 0 td 7) 9_s 6" x ) ," M . with ;. e e /3 A l/ 7��tq_ch ed 74' ,P7cA L G A.RAG A i(H-Z -/a iV +� v' -1 -'� r Jj 54 PH uiiF<WuuJJFiUr1 �;. LUT2S4 r `7•rA E F44. � r 1c� 4P,�i P7c0 E's; . i'i��G6LWA'A Mt'1 Tr;QrV r02421 44 7 BASIC FOUNDATION DESIGN SP$CYFiCATIONS All concrete footings are to be 8" thick (deep),`minimum, unless specified otherwise. o* foatii gc should be 36" below ground surface unless specified .+`Uo runs of #4. 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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 check list prior to and during design. Applicants are require to indicate appropriately and to submit the completed check list at time of application for a permit. For the placement of a manufactured home, questions numbers 1-4 and 19-28 are the only questions that need to be addressed: Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes 2. Does the site plan include the location of the I, S.D. S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 4. 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 �)( f8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clear. aces required between wood and earth? Yes Do the p1s indicate the size and location of ventilation openings for the attic, roof joist spaces and soffit Yes Do the tlans include design loads as required under the Uniform Building Code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County), floor loads and wind loads? Yes Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ;10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes :1 11. 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 grade contours? Yes Does the Plan include any stove or zero clearance fireplace planned for installation includingmake and model and Colorado Phase II certifications or phase II EPA certification? Yes No 131. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. 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 s'' No 5. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes x No Do the plans indicate the Location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing:for these areas? Yes — No Is the location of all natural and liquid q petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes K No 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 r No 19, 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 o r ject your building plans? Yes No 20. Will this be the only residential structure on the parcel? Yes No If no -Explain: 3 Have two 2) complete sets of construction drawings been submitted with the application? Yes i[ 22. Is this an application for the placement of a manufactured home? Yes No If yes, have you specified the size of the unit (min. 20ft. x 20 ft); live roof load (min. 40#); wind design (min. wind speed of 80 mph & 15 lb, wind load); foundation design; method of anchoring? Yes X 23. Have you designed or had this plan designed while considering building and other construction code r quirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspectio by the Garfield County Building Department? Yes No 25 Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes / No 26, Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee' as well as any "School Impact" or Septic System" fees required, at the time you pick up your building permit? Yes 27. 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 afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay your inspection one (1) day Yes No 2S. Are you aware that you are required to call for.all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes PT No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes No T hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ie/0 7. signature date Phone: 6g6----3 (days); (aa '" 397/ (evenings) Project Narne: Project Address: 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 *lineation and plans to determine minimum compliance with the adopted codes; the application may be placed behind more receni applications for building permits in the review process and not reviewed until required information has been provided and' the *lineation rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. 1)erApp92.95 Effective August 15, 1995 IQ' GEOTECHNICAL INVESTIGATION PROPOSED JEWELL RESIDENCE COUNTY ROAD 259 (AKA JEWELL LANE) GARFIELD COUNTY, COLORADO Prepared For: DARRIAN & SANDY JEWELL 27653 Highway 6 & 24 Rifle, CO 81650 Job No. GS -2334 December 18, 1997 CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 ■ (970) 945-2809 TABLE OF CONTENT SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 1 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE GRADING 3 FOUNDATION 4 FLOOR SLABS AND EXTERIOR CONCRETE 5 FOUNDATION WALLS 6 PERCOLATION TESTING 6 SURFACE DRAINAGE 7 LIMITATIONS 8 FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - SUMMARY LOG OF EXPLORATORY BORINGS FIGURES 3 AND 4 - SWELL/CONSOLIDATION TEST RESULTS FIGURE 5 - EXTERIOR FOUNDATION WALL DRAIN FIGURE 6- PERCOLATION TEST RESULTS TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTL/T GS -2334 SCOPE This report presents the results of our geotechnical investigation for the proposed Jewell Residence to be built at the Jewell property on County Road 259 (aka Jewell Lane) in Garfield County, Colorado. We explored subsurface conditions at the site to provide foundation recommendations for the proposed building. This report includes a description of the subsurface conditions found in our exploratory borings, a recommended foundation system and geotechnical criteria for it, construction criteria for details influenced by the subsoils, results of our percolation testing and a design percolation rate. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analyses and our experience. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Our exploratory borings penetrated a thin surficiai layer of organic sandy clays above medium stiff to very stiff, silty to sandy clays underlain by hard to very hard, weathered claystone. Free ground water was found at 7 feet deep in our TH-1 during our field investigation. 2. We recommend founding the building with footings bearing on the undisturbed natural, silty to sandy clays. 3. Slab -on -grade can bear on the natural, silty to sandy clays after moisture conditioning and compacting as discussed under SITE GRADING. 4. A ground surface slope away from the building should be maintained at all times to reduce wetting of soils below foundations. SITE CONDITIONS The site is located to the west of County Road 259 (aka Jewell Lane) in Garfield County, Colorado. The area is developed with a mix of agricultural land and single family residences on small to medium acreages. Access is from a gravel drive from County Road 259. Ground surfaces slope down to the east at grades DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTLJT GS -2334 1 visually estimated at 4 to 8 percent. Vegetation is irrigated pasture grasses and weeds. PROPOSED CONSTRUCTION Plans are to place a manufactured home (HUD Modular) on strip footings. No basement is planned. The building will be attached to the foundation via metal fittings that can be height adjusted. We assumed strip footing loads will be on the order of 1 kip per lineal foot. Isolated columns are not expected. Utility excavation depths will be approximately 5 feet deep. We should be informed if the final design or foundation loads differ to allow re-evaluation of the recommendations and criteria presented herein. SUBSURFACE CONDITIONS Two (2) exploratory borings, one (1) profile boring and three (3) percolation borings were drilled with a 4 inch diameter continuous flight power auger at the locations shown on Figure 1 to investigate subsurface conditions. Drilling was directed by our engineering geologist who logged the soils and obtained samples for testing in our laboratory. Summary logs of the soils found in our exploratory borings and results of field penetration resistance tests are presented on Figure 2. Laboratory test results are shown on Figures 3 and 4 and summarized on Table 1. Our exploratory borings penetrated a thin surficial layer of organic sandy clays above medium stiff to very stiff, silty to sandy clays underlain by hard to very hard, weathered claystone. Free ground water was found at 7 feet deep in our TH-1 during our field investigation. The clays were judged to possess a low swell potential. DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTL/T GS -2334 2 SITE GRADING We understand site excavation will consist of approximately 5 feet deep cuts to construct the foundation and install utilities. Excavation sides should be sloped. Excavated slopes will tend to collapse and flatten. We recommend temporary excavation slopes be 1 to 1 (horizontal to vertical) or flatter for the silty to sandy clays above ground water. We believe the silty to sandy clays are Type B as described in the October, 1989 Occupation Safety and Health Administration (OSHA) Standards published by the Department of Labor governing excavations. The publication indicates a maximum temporary slope of 1 to 1 (horizontal to vertical) for Type B soils above the water table. We should view the excavation to confirm that soils are as anticipated. Soils removed from the excavation should not be stockpiled at the edge of the excavation. We recommend the excavated soils be placed at a distance from the top of the excavation equal to at least the depth of the excavation. FIII will not be below the building footprint but may be needed below exterior concrete flatwork and to achieve access drive subgrade. Areas to receive fill or bear slabs -on -grade should be grubbed and stripped of vegetation and organic soils. The resulting surface should be scarified to at least 8 inches deep moisture conditioned and compacted. Fills can be built with on-site soils moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). In the access drive we suggest proof rolling the subgrade with a heavy (18 kips per axle) pneumatic tire vehicle such as a loaded 10 wheel tandem dump truck. Soft areas could be stabilized by "crowding" ballast material such as a 8 to 12 inch minus pit run into the subgrade. A geotextile fabric such as "geogrid" could also be used to "bridge" soft subgrade areas. DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTL/T GS -2334 3 Free ground water was found in our TH-1 at 7 feet deep during our field investigation. Depending upon cut depths and the time of year water may be present and enter the excavation. We should be contacted immediately if ground water is encountered to allow geotechnical input. If free ground water is encountered, we recommend excavations be sloped to sumps where water can be removed by pumping. Excavations will tend to flatten to 3 to 1 (horizontal to vertical) or flatter below the water table surface. FOUNDATION At foundation elevations we anticipate soft soils may be encountered. If soft soils are encountered at footing elevations the soils can be stabilized by "crowding" 8 to 12 inch diameter rock into the soils. Care should be taken that the rock is completely pushed into the soft soils so that air voids between the rock are eliminated. A representative of our office should view the finished excavation to aid the contractor in deciding on areas requiring stabilization. The building can be founded with footings bearing on the natural, silty to sandy clays or soils stabilized as discussed above. Footings bearing on the natural clays or on stabilized soil may experience approximately 1 inch total settlement and differential settlement of about 1/2 of the actual total settlement. Footings for the building can be designed and constructed with the following criteria: 1. Footings bearing on the natural, silty to sandy clays or soils stabilized by "crowding" 8 to 12 inch diameter rock can be designed for a maximum allowable soil bearing pressure of 1,000 psf. Material loosened during the excavation or forming process should be removed from footing areas or compacted prior to placing concrete; 2. Foundation walls for continuous footings should be reinforced top and bottom to span undisclosed loose soil pockets. We recommend steel reinforcement equivalent to that required for a simple span of 12 feet. Reinforcement should be designed by a structural engineer; 3. Minimum footing sizes are desirable. We recommend a minimum width of 16 inches for continuous footings and at least 24 inches by DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTLJT GS -2334 4 24 inches for isolated column footings. Larger sizes may be required based on the structural loads; 4. The soils beneath exterior footings should be protected from freezing. We recommend a frost protection depth of at least 36 inches. The local building department should be contacted to verify the required frost protection depth. Water from surface run-off (precipitation, snow melt, irrigation) frequently flows through backfill placed adjacent to foundation walls and collects on the surface of the lower permeability soils occurring at the bottom of the foundation excavation. This can cause damp or wet conditions in the crawl space and wetting of soils below the foundation. To reduce the accumulation of water, we recommend a foundation drain. The drain should consist of a 4 -inch diameter open joint or slotted PVC pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or to a sump to be mechanically pumped. A typical foundation drain detail is shown on Figure 5. FLOOR SLABS AND EXTERIOR CONCRETE We anticipate excavation at this site will expose silty to sandy clays. Floors in living areas will be structurally supported by the foundation with a crawl space below. Garage floors and exterior concrete flatwork will be slabs -on -grade. We recommend the following design and construction criteria for slabs -on -grade floors: 1. Slabs -on -grade floors should bear on the natural, silty to sandy clays after moisture condition and compacting as discussed above under SITE GRADING; 2. A 6 to 8 inch thick layer of 3/4 inch diameter washed rock should be placed below slabs -on -grade to break capillary rise of ground water. The gravel layer should be incorporated into the foundation drain around the perimeter of the exterior foundation walls. 3. Slabs should be separated from exterior walls and interior bearing members with a joint to provide for free movement. Trench backfill should be moisture treated and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698); DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTLJT GS -2334 5 4. Plumbing and utilities below slabs should be pressure tested prior to concrete placement and isolated from the slabs with sleeves; 5. Frequent control joints should be provided. We suggest using the recommendations outlined by the American Concrete Institute (ACI). The above precautions will not prevent movement of slabs -on -grade floors in the event the soils become wet, but they will reduce the potential damage when movement occurs. FOUNDATION WALLS Foundation walls will be subjected to lateral earth pressures. Foundation walls are restrained and cannot move, therefore, they should be designed for the "at - rest" lateral earth pressure. Assuming the on site clays are used as backfill, we recommend using an equivalent fluid density of 50 pcf to calculate the "at rest" lateral earth pressure. The above equivalent fluid density does not include allowances for sloping backfill, hydrostatic pressures, live loads or loads from adjacent structures. Adequate crawl space ventilation should be provided. Backfill of foundation walls can consist of the on site clays free of organics, debris, rock larger than 4 inches in diameter or other deleterious materials. Backfill should be moisture treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). PERCOLATION TESTING We performed percolation testing at the locations shown as P-1 through P-3 on Figure 1. Percolation test results are shown on Figure 6. We recommend using a design percolation rate of 35 minutes per inch. DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTL/T GS -2334 6 Our exploratory boring TH-1 encountered ground water at 7 feet below the existing ground surface. Our TH-1 is below the planned percolation field. Our profile boring in the planned percolation field did not encounter ground water to a maximum explored depth of 8 feet. Ground water elevations generally reach their highest elevations in June or early July. We do not anticipate that ground water levels will rise to within 8 feet of the existing ground surface in the percolation field are, however, ground water levels should be checked during the seasonal ground water high period in June to early July. SURFACE DRAINAGE Performance of foundations and concrete flatwork is influenced by moisture conditions within the subgrade soils. Surface grading should cause rapid run-off of surface water away from the building in all directions. The following precautions should be observed during construction and maintained at all times after the construction is completed: 1. Wetting or drying of the open excavation should be avoided; 2. Water should not be allowed to pond adjacent to the building. The ground surface surrounding the building exterior should be sloped to cause rapid run-off of surface water away from the building. We recommend a finished ground surface slope of at least 12 inches in the first 10 feet; 3. Plastic membranes should not be used to cover the ground surface immediately surrounding the building. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabric such as Mirafi or Typar can be used on the ground surface immediately surrounding the building for weed growth control while allowing evaporation to occur; 4. Roof downspouts, drains and other water collection systems should discharge well beyond the limits of all backfill. Splash blocks or extensions should be provided at all discharge locations. DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTLjf GS -2334 7 LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of the subsurface conditions. Variations in the subsurface conditions not indicated by our exploratory borings will occur. We need to observe the completed excavation to confirm the soils are as we anticipated from our exploratory borings and that any soft soils found have been properly stabilized. Placement and compaction of fill and backfill should be observed and tested by a representative of our firm during construction. Our report is based on conditions disclosed by our exploratory borings, results of laboratory testing, engineering analysis and our experience. Criteria presented reflects the proposed building as we understand it. We should be advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions and recommendations. This investigation was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of our profession 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 or if you have questions regarding this report, please call. CTL/THOMPSON INC. 24/ Wilson L. "Liv" Bowden, C.P.G. Engineering Geologist LB:JM:cd (3 copies sent) DARRIAN AND SANDY JEWELL JEWELL RESIDENCE CTLfT GS -2334 8 JEWELL RESIDENCE COUNTY ROAD 259 (AKA JEWELL LANE) GARFIELD COUNTY, COLORADO SITE A Silt Masa Road (C.R. 233) To RIf1a (LLS 21'x) aural>IIIII Proposed TH-1 Residence P-3 • P-2 • Profile TH P-1 Scale: 1"=100' 2 47704 Highway 6 & 24 VICINITY MAP No Scale A • • roxima fe Location rave veva LOCATIONS OF EXPLORATORY BORINGS Job No. GS -2334 6SZ PDO8 MunoC Fig. 1 II) Li - c r 0- 0 0 0 0 c .c n, 0 0 - 0 — —5 11, ---10 Job No. GS -2334 ImIE 0 5 10 —15 —20 i 25 Profile TH-1 TH-2 Planned Foundation Elevation ♦II e /e /,D6/12 // ee ee 1/.] 19/12 /. .1 P-1 P-2 n n 0 — 5 10 15 20 25 v 0 mmi .11 0 0 III 111 MM P--3 e Ie /e SUMMARY LOGS OF 1 LEGEND Organic sandy clays, with vegetation and roots, soft, moist, brown. (OL) ©Clay, silty to sandy, medium stiff to very stiff, moist to wet, brown and gray. (CL) Claystone, weathered, hard to very hard, moist, brown and gray. Drive sample. The symbol 4/12 indicates that 4 blows of a 140 pound hammer failing 30 inches were required to drive a 2.5 inch 0.D. sampler 12 inches. 0 Indicates free ground water level. Numeral indicates number of days after drilling that measurement was taken. NOTES 1. Exploratory borings were drilled on November 26, 1997 with a four inch diameter continuous flight power auger. 2. These exploratory borings are subject to the explanations, limitations and conclusions as contained in this report. EXPLORATORY BORINGS Fig. 2 COMPRESSION % EXPANSION 7 6 5 4 3 2 0 1 2 3 4 5 6 7 5 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 APPLIED PRESSURE — KSF 1.0 10 100 Sample of CLAY , SANDY ( CL ) NATURAL DRY UNIT WEIGHT= 93 PCF From TH-1 AT 4 FEET NATURAL MOISTURE CONTENT= 29.0 ° JOB NO. GS -2334 Swell Consolidation Test Results FIG. 3 EXPANSION' UNDER CONSTANT PRESSORE- DUE'T❑ WETTING 0.1 APPLIED PRESSURE — KSF Sample of From 1.0 CLAY, SANDY (CL) TH-2 AT 9 FEET JOB NO. GS -2334 10 100 NATURAL DRY UNIT WEIGHT= 1 1 1 PCF NATURAL MOISTURE CONTENT— 19.1 °Jo Swell Consolidation Test Results FIG. 4 SLOPE PER OSHA SLOPE PER REPORT F � BACKFILL BELOW GRADE WALL ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67)_ EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING_ i COVER GRAVEL WITH FILTER FABRIC OR ROOFING FELT. i • NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF VOID AND FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION_ REINFORCING STEEL PER STRUCTURAL DRAWINGS_ PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL '� FLdOR SLAB FOOTING OR PAO - snrE m oww 2" MINIMUM 1 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 SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. EXTERIOR FOUNDATION WALL DRAIN JOB NO. GS -2334 FIG. 5 SATURATION AND PREPARATION DATE: 12/01/97 TIME AT START OF SATURATION: 11:30 am PERCOLATION TEST DATE: 12/02/97 WATER 1N 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-1 48 10:10 30 7.5 9.5 2.0 15 10:40 30 9.5 10.75 1.25 24 11:10 30 10.75 11.75 1.0 30 11:40 30 4.75 5.75 1.0 30 12:10 30 5.75 6.5 0.75 40 12:40 30 6.5 7.25 0.75 40 1:10 30 7.25 8.0 0.75 40 P-2 42 10:15 30 11.75 12.25 0.50 60 10:45 30 12.25 12.75 0.50 60 11:15 30 12.75 14.5 1.75 17 11:45 30 14.5 16.25 1.75 17 12:15 30 16.25 17.75 1.5 20 12:45 30 17.75 19.5 1.75 17 1:15 30 19.5 21.25 1.75 17 P-3 39 10:50 30 13.0 14.75 1.75 17 11:20 30 14.75 16.25 1.5 20 11:50 30 16.25 17.5 1.25 24 12:20 30 17.5 18.75 1.25 24 12:50 30 18.75 19.75 1.25 24 1:20 30 19.75 21.0 1.25 24 Job No. GS -2334 Fig. 6 Tr M co [V co C O z m O w J m a 1- SUMMARY OF LABORATORY TEST RESULTS SOIL TYPE CLAY, SANDY (CL) CLAY, SANDY (CL) CLAY, SILTY (CL) 11 CLAY, SANDY (CL) PASSING NO. 200 SIEVE (%) 79 m 0 z.0.w Npw B' <Z0`r a SOLUBLE SULFATE (%) UNCONFINED COMPRESSIVE STRENGTH (psf) ATTERBERG LIMITS r 5 Now? Z ••T w cg G r ra 2 7 Q _ 4, J 71 N0 N] C,,J NATURAL DENSITY (pcf) to in T r ..- NATURAL MOISTURE (%) 29.0 Q 1 m (0 N d1 ,- DEPTH (FEET) a 4 ai v ca LIUN 0 F 1- INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE RE s UIRED FOR INSPECTIONS MANUFACTURED- HOME BUILDING -PERMIT ■ w_ I _ i''i ■ _ ii_ IIZ.Ii ..e3/ 5/9 Zoned AGREEMENT hr-consideration-ethe-issuance- of -this-', 1• 1 11 ' ,. • and regulations related to zoning, location, construction and erection of the proposed structure for which this co GsQ 1 1 1 1 ' ; 1 i • 1 1 1 11 1 ' 1 " the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice -from the Couuty Buiidi,ig mina -or and IMMEDIATELY BECOME NULL -AND -VOID, Use hrl **No, (2.4c, Footing O{c, 3 -13 -9 f Foundation or Blocking Rough Plumbing Electrical Final ^� (by State Inspector) Final F INSPECTION RECORD Gas Piping g/ 41-9 6 A( M (� Septic Final Notes: THIS PERMIT IS NOT TRANSFERABLE Phone 945-9159 109 Sth Street County Courthouse Glenwood Springs, CO. DO NOT DESTROY THIS CARD APPROVED Date 3 511t4 By 71.1 * 14,r IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC