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t GARFIELD COUNTY BUILDING, SANITATION, and. PLANNING DEPARTMENT 109 8tti, Street, Suite 303 Glenwood Springs, CO $1601(970) 945-4212 Job Address g794, C. R, /0? Nat= of Work Use of Building Owner_ Building Petrn.:t 1 No. 8818 QG,c,dQld.CJ c{395"--- 13 f— 00 —0O3 ContractorC . pt. 1` af tt-Pievej- Amount ofPermii$ I2 46;-,A'4Date —f 03 Clerk � CRIVFZARFTELD COUNTY BUILDING PENT APPLICATION TELEPH (14 0) 94 i INHVI ONI� �IELD COUNTY (GLENWOOD SPRUNG*, COLORADO amnoo C1131S8V9INSPECTION LINE: (970)3$4 5003 14'i GART ELD COUNTY v RMITNO. S PARCELe�SCIIE•D�NO. (x�t�P oca3 ���� �i1C{� f � c�cil� ,�. ros15I mss'; + 1-I IZ 1 LOT' NO. w.Aa SUBDIVISION/EXEMPTION 2 comma LkAACZ C�+E 3 CONIRAC R.tl D)R t e0.4... 6pC�•1NC 3ca14..ct 4 aq,quaocbri e 5 SQ. Fr. OFBVU.D 40 3 6 7 ADDa2. a v�9 4 (corns R4 Log CSW _CO �s( 1 ADDHN9S 1o44.- VI l TIS .h. Atversa 5301 N, M ACiI6iDIJ phoc;(4/4, :A5 AS -Q.45 SQ. Fr, aFLG'r eio4 £ 4 P}L G� 4 %MPH: LTO. NO: twcur tqo =NO: NO. OFF1OOB9 ussaFamm''a er,Pcit... CSTMUssh ,r r- t cota SAc.f OF G14.ucA ( yeA feu) MTU PreC.l�xa� h is i o n c1uuSVIOBIL• 8 .CI498OFplORM 6 r Vim t Orr.1 AAA's 4 Te to E +tT N1 oADDIr[ON DALTEVAIION 9 -GARAGE: oePRILE a DOUBLE CAft4aATt DOVE DINGLE DRENOVN DDODBLB 10 DON 9118 SEWAG6DI94oSAL (9I01 -I0 CSIIS PLAN VwL4ATIoNGFtPDRiC ss.ii ADIVSIFD V IOATION:i seNcrALa4rmrao147. 1 ®h 'V r© V 4,4 J 0M9-/(1, &K. proe& - NOTICE A SEPARATE ELECTRICAL PERMIT 13 REQUIRED AND MUST HE ISSUED BY THE STATE OP COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR. CONSTRUCTION Atfli0RTZED IS NOT COMMENCED WITHIN ISO DAYS, OIL IF CONSTRUCTION OR WORK 13 STJS2ENDET) 03 ABANDONED FORA PERIOD OF ISO DAYS AT ANY TIME AFIERWORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND .EXAMINED THS APPLICATION AND IQNOW TELA SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WEIRCEra SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHO TO VIO TE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL W r TING CONSTRUCTION OR THE PERFORMANCE OF CJ 4STR CTION: 3 sem+ '� PLAN CHECKFEE: 333.x9 PEP UTFEE: S72. 4.. TOTAL FEE: 1245.-'`} DATE PERMIT ISSUED: OCC: GROUP: ZONING: CONST: TYPE: SETBACKS: ISD3 NO. & FEE: / 9 W7AZ t� AGREEMENT PBRMI&SION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DE'TATEED ON PLANS AND SPECIFICATIONS STIB14 rrED TO AND REVIEWED BY THE BEIILDINGDEPARTMENT. IN CONSIDERATION OF T}IE ISSUANCE OF TEES PERMIT, TIE SIGNER HEREBY AGREES TO COMPLY WITH AIL iliDT TWO CODES AND LAND IISE REGULATIONS ADOPTED BY G RFIEr D COUNTY PURSUANT TO AUTSORTI] •Y GIVEN ILEI 30.25.201 CRS AS AMENDED. THE SIGNER FURTHER AGES TETAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED Wird IN THE LOCATION, ERE411ON, CONSTRUCTION AND USE OF LTTE ABOVE DESCRIBED STRUCTURE, _me PERMIT MAY TEEN BE REVOKED BY NOTICE PROM THE: COU1NITAND THAT THEN AND THERE FT SHALL BECOME NULL AND YOBS THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALT. NOT PREVENT TBE BUILDING OFFICIAL FROM T11 REAFPAR REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OUTER DATA OR FRO PREVENTING _BUILDING OPERATION BEING CARIUED ON THEREUNDER WHEN IN VIOLATION OFTHIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TTI REVIEW OF TBE SUBS PLANS AND •SPECWFICATIONS ANTI INSPECTIONS CONDUCTED THEREAFTER. DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES ORLIABII TTIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. TEE. RESPONSIBILITY FOR TRFSE ITEMS AND I:WfPLEMENTATION DURING CONSTRT3CUONRESTS SPECIFICALLY WITHTH$ ARCHITECT, D$SIQNER, BUILDER AND OWNER, COMMENTS AR7s INTEMET3TO-BF CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. GrdSrm.003 I HEREBY ACI£NOWLEDGeTHAT 'HAVE READ AND UNDERSTAND THE AGREENTENT ABOVE. (INITIAL) 44 (_ . �vt� 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 runningewater, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) Steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc use and the issuance ofa: Certif 'ate of Occupancy for the dwelling undeiibuilding permit # Signature Bpcont082002 Date Z-703 ti s PLAN REVIEW CHECKLIST Applicant 6,ti . Date 7"/(2-0� Building /Engineered Foundation /6riveway Permit Surveyed Site Plan ../ Aeptic Permit and Setbacks ,444,0 at SrlArtlbt4 `" Grade/Topography 30% &f,sgk, gi4. Attach Residential Plan Review List ✓Minimum Application Questionnaire j. at Subdivision Plat Notes Fire Department Review .1.-! Valuatiorz Determination/Fees ✓ Red Line Plans/Stamps/Sticker Os-. Attach Conditions Application Signed Plan Reviewer To Sign Application 4"Parcel1Schedule No. c//40# Snowload Letter- Manf. Hms. GENERAL""��''�NOTES : CRAWL S 4cc 4) 7D � c1 Planning/ ; oning Prope Line Setbacks 30ft tream Setbacks Fl r od Plain uilding Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes 34, o Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: Lafarge Sales Office Address: 3794 County Rd. 109 Occupancy: B Construction: V -N Date: July 10, 2003 Contractor: Crystal Springs Architect: Engineer: Report By: A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Property line WEST Property line Allowable area increased 100.% SEPARATION AREA INCREASE 200.0 Feet 200.0 Feet 200.0 Feet 200.0 Feet for open -- Sec. 505.1 FL NAME OCC FIRE PROTECTION 200.0 Feet 200.0 Feet 200.0 Feet 200.0 Feet area on 4 sides. MAX FLR AREA ALLOWED RATIO STATUS 1 Office TOTAL FOR FLOOR BUILDING TOTAL --- Sec. 504 and Table 5-B B ok 4070 4070 4070 16000 16000 16000 0.25 0.25 0.25 ok ok ok The actual height of this building is 14. feet. The maximum height of the building is 25. feet. -- County Zoning Page # 2 Code review for: Project Id.: Lafarge Sales Office Address: 3794 County Rd. 109 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Occupancy Wall Wall Protection .B 0 hour 0 hour None EAST For Bearing Occupancy Wall B O hour SOUTH For Bearing Occupancy Wall B 0 hour WEST For Bearing Occupancy Wall B 0 hour None 3/4 hour Not Allowed Non -Bearing Opening Wall Protection 0 hour None Non -Bearing Opening Wall Protection 0 hour Norte Non -Bearing Opening Wall Protection 0 hour None Construction Material Any Construction Material Any Construction Material Any Construction Material Any Parapet Required No Parapet Required No Parapet Required No Parapet Required No -- No fire protection requirements for openings. -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. ---- Sec. 713.8 Openings are not permitted in this wall. OTHER BUILDING ELEMENTS MATERIAL Any Any Any Any Any Any Any ELEMENT Interior Bearing wall. Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Table RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None 6-A NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. Table 6-A, footnote 1 Page # 3 Code review for: Project Id.: Lafarge Sales. Office Address: 3794 County Rd. 109 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 41 TOTAL 41 8.2 No N/A N/R 8.2 No N/A N/R In areas where 2 exits are .required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. --- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. --- Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No'point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is'based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-3 For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: Page # 4 Code review for: Project Id.: Lafarge Sales Office Address: 3794 County Rd. 109 FLUSH AND SURFACE BOLTS:, Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in'the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. --- Sec. 1004.2.5. Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: In offices (except health-care providers) and retail sales floors, with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible. -- Sec. 1103.2.2 Exception { Page # 5 Code review for: Project Id.: Lafarge Sales Office Address: 3794 County Rd. 10.9 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one— hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page ft 6 Code review for: Project Id.: Lafarge Sales Office Address: 3794 County Rd. 109 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided en evexy floor shall be accessible. --- TBC Sec: 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of thefloor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 Page # 7 Code review for: Project Id.: Lafarge Sales Office Address: 3794 County Rd. 109 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 Page # 8 Code review for: Project Id.: Lafarge Sales Office Address: 3794 County Rd. 109 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2,2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --'Sec. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --- Sec. 4.17.4.2 & Figs. 134.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rixn 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor.. and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20,3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more anproperties must be show on site plan. Yes ,/ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed su or with their signature and professional stamp on the design. Yes No Not necessary for this project 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval dr gs only", "For permit issuance only" or similar language? Yes No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Re eyed Engineer? Yes No Not necessary for this project 2 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? W)o iaot4 o-"- lOc Yes 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing ste l in accordance with the uniform building code or per stamped engineered design? Yes No Not necessary for this project 7. If the buildin is a pre-engineered structure, is there a stamped, signed engineered foundatio lan for this building? Yes No Not necessary for this project S. Do the plans ' - : irate the location and size of ventilation openings for under floor crawl spaces an e clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads a minimum of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Cha r 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project c�~ 13. Is the wind ed and exposure design included in the plan? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project ,ry 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project r/ 3 16. 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 cave down to existing grade contours? Yes V No • Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes _ No Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Ui)i/forth Building Code Chapter 31? Yes No Not necessary for this project 19. 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 No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 21. 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 Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in is building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy dentified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employ and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? -Er t -f2 r Yes No Not necessary for this project /-)clIADNI 131 7307- -gpciAP is A) 5/00A-1 28. Have two (2) co Tete sets of construction drawings been submitted with the application? Yes No 29. Have you d fined or had this plan designed while considering building and other construe on code requirements? Yes No Not necessary for this project 30. Does the pl accurately indicate what you intend to construct and what will receive a final insp ction by the Garfield County Building Department? Yes No 31. Do you understand that approval for design and/or construction changes are required prior to the i entation of these changes? Yes No 32. 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 "Septic S m" or "Road Impact" fees required, at the time you pick up your building p it? Yes No 33. 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 ccupaney of the building? Yes r No 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the ner", "General Contractor", "Contractor" or otherwise, signing the application ' the party responsible for the project complying with the Uniform Codes? Yes No 5 35. 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. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 36. Are you aware that prior to issuance of a building permit 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. p ,t°v E,xA54t t+5 Yes !_ No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes ✓ No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to issuance f the building permit? Your attention in this is appreciated. Yes i/ No I hereby acknowledge that I have read, understand, and answered these questions to he be of my ability. 4 zszl 677 ignature Dat6 Phone: <(03 454' (days); (evenings) Project Name: ...A - CSL— Project Address: 5104 C, ,,H (2A teCli Note: If you answered "No" on any of these 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 the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application 6 CRYSTAL SPRINGS BUILDERS, INC. 1044 Main Street Carbondale, Colorado 81623 (970) 963-4584 FAX (970) 963-4586 TO .C161. -D cookrqi3U}L.p[iQG ?T. REI JUL 14 2003 WE ARE SEII?cP GO BUILDING & P El Shop drawings C Copy of letter ELEVEU'IRT C)7 RA -L& DATE /3.../ 1 h /(33 X03 o cA(%Ge An- ENTP-s" ^'.2 y 5 (Cl.:..1 --Lri..-i.r R. R=: "-) ocsp LA -1 A R L`� C _4C1 B U R LjPG10-G tp--)� A t -V Ached ❑ Under separate cover via r44e 1 L-- O Prints D Plans D Samples the following items: 0 Specifications O Change order 0 COPIES DATE No. DESCRIPTION 5c'- c ( THESE ARE TRANSMITTED as checked below: © For approval © For your use o As requested D For review and comment © Approved as submitted o Approved as noted D Returned for corrections O Resubmit copies for approval © Submit copies for distribution D Return corrected prints O FOR BIDS DUE REMARKS A4\5CPt r ❑ PRINTS RETURNED AFTER LOAN TO US ,U� Tt t 1 -A-aL c S Ei-i £RouLiA COPY TO SIGNED. If enclosures are not as noted, kindly notify us at once. -""J 4- g 0 0 0 cs 0 ti 0 CZt- d o '0 .- „? 0 ,• -4 6- 0 ti ® 0 -cd 4 (970) 945-1004 X (970) 945-5948 ENO,NFERS SURVEYORS J�x x SCHMUESER GORDON WYE!? 118 West 6th, Suite 200 Glenwood Springs, CO 81601 September 14, 1995 Mr. Don Owens, Building Official Garfield County Building Department 109 8th Street, Suite 303 Glenwood Springs, CO 51601 RE: Western Mobile Northern Final inspection Report Inav_#dnaLSewage L)is os Syste at ike O f flc B t!ding Dear Don: This letter is intended to provide you a final report on the final inspection of the individual sewage disposal system designed by Schmueser Gordon Meyer for the Western Mobile Northern office building at the Sievers pit site. Schmueser Gordon Meyer provided interim and on-site inspections and found the contractor (Western Mobile) has performed the required construction according to plans and specifications outlined by Schmueser Gordon Meyer (reference April 29, 1993 letter to K. R. Weatherly of Western Mobile from Jeff Simonson of Schmueser Gordon Meyer). If you have any questions or comments regarding this installation, please don't hesitate to give me a call. Sincerely, SC 1 ER GO ' # rE N MEYER, INC. Jef rno t on, JS : 192172 2 t^`'�.,^''•-''�'''"T.�*�'r+^—nw+�+—rem al. • e r i1ARPIELD COUNTY BUILDING AND SANITATION - t``flIN. A ^ 4 109 Oth Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIV1DUAZ SEWA©E DISPOSAL PERMIT PROPERTY Owner's Name ii storn o Northern Present Address P.O. Drawer 36$, Glenwood 945-8672 Phone System Location_ 3794 County Road 109, C.rbondllMrf• Assessor's Parcel No. This does not constitute a building or use permit. Legal Description of Assessor's Parcel No. SYSTEM DESIGN j6 () 0 Septic Tank Capacity (gallon) Other Percolation Rate (minutiae/inch) Number of Bedrooms (or other) 8-9 pardons Required Absorption Area - See Attached Spacial Setback Requirements: Date inspector ANAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System installer 704'.4' 1 ��*^ Septic Tank Capacity Septic Tank Manufacturer or Trade Name r � C Septic Tank Access within 8" of surface 4"- Absorption Area Absorption Area Type and/or Manufacturer or Trade Name /? C. f ` ce Adequate compliance with County and State regulation/requirements d Other l] Date 17 ") . ^' �f "V Inspector � 'ice C.4-il" 01-tf� RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25. Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building andzo ning office ahan automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an indtvldital seWago disposal system In a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine -- 6 months In )all or both). Applicant: Green Copy Department: Pink Copy 1 a •111111r " 'i�' ' 1U1)IVll3UAL S1WAGL• DISPOSAL mitn Al'19.1C! 41011 J .f •1JiFICR �1 L� 1T 4NG• - At;. )ss Pea . u)Eut.. }e4E,AvAnp0ti l tai iOMly_ CONTRACTOR SgiAF. ADDRESS I'IIo[IE Application Approval by County Official: I'CRI4IT REQUEST FOR: (tL) New Insla11ation ( ) Alteration ( ) Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page i.) LOCATION OF PROPOSED FACILITY: County G-ltil-FtEL47 Near what City of Town &Lefj.tAz,12._ Lt• Lot Size Legal Description_ 5 c. la ¶ 7 glW WASTES TYPE: (• ) Dwelling ( ) Commercial or Institutional ( ) lion -domestic Wastes Describe e BUILDING OR SERVICE TYPE: Or-fc.ce. BVt1t171,4C; Number of bedrooms ' Humber of persons 62,-1 ( ) Garbage grinder•; ( ) Automatic wasiiirrr"'( ) Dishwasher .SOURCE AND TYPE OF WATER SUPPLY: , ( x) well ( ) spring ( 'Give depth of all wells within 1130 feet of system:6. • 1pplied by community water, give name or Iii/A ' '' -Implied OkvdND CONDITIONS: Depth to bedrock: • > z03'. • .__1, Dept:li to first Ground Water Table: ®' Percent grouted slope: . • a� DISTANCE TO NEAREST CONMIJIi1iY SEWER SYSl11.1: Was an effort made to connect to commun i ty system'? .146 . . TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYS1EM PROPOSED: ( ) Aeration {Tani ( ) Vault ( ) Composting Toilet ( ) Rucyclingi potable use ( ) Incineration Toilet ( ) Recycling, other use ()� ) Other -• Describe: gi,1fa'fN r iX7F'o44Z--4qt..l) ( ) i anslent Use ) stream or creek `e_t (X) Septic Tank ( ) Vault Privy ( ) l'it Privy ( ) Chemical Toilet• rlI1AL DISPOSAL BY: ( ) Absprption Trench, fled ( ) Underground Dispersal ( ) Above Ground Dispersal ( ) Other - Describe: 4k4Tlu .. or Pit ( ) Cvirpotrurrspiratlun ( V) Sand Filter ter" GSe.csT74f= 4 ) ( ) Wastewater Poiid c:A�i � WILL EFFLUENT 1E DISCHARGED DIRECTLY 1i'ifO WATERS OF THE STA1E? td Nur r .2 Sf 1L *PERZgl,Jl'l' It)tt 11:51 RESULTS: Cie be completed by Registered Professional Eng i eeer. ) Minutes per iricir in (role Ho. 1 Minutes per inch In hole ttu. 3 1 Minutes per 'inch in hole Mo. 2 i•iit►ides per inch 'In hole Mu. Name, address and :telephone of IU't who made soil absorption tests: Ta7riS fm. tvN4,4t� GN E,./ L -rime cam fr/plae-Ac6L-E- t C. Gou Dl TAczN Name, address and telephone of RPE responsible for design or the system: Aerfep_AA4 4 nn,bt4 _ ;' 4 bice. ,} 4rrty . G-, rxa") /4 i it e- . ) bc6.Av-ve Applicant: acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and rurelshed by the applicant or by the local health department Tor purposes of the evaluation of the aplsl icatlou; and the issuance of I:he perriil'•tt,is`subJect to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. the undersigned hereby certifies that all statements wade, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true acrd correct..to Lite best empty knowledge and belief and are designed to be relied on by the local *pertinent of health in evaluating the sauce for purposes or issuing the permit applied for herein. • 1 further under- stand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for per- jury as provided by law. • tate ' '%h4 -11r pi tASE DRAW AMU ACCURATE MAP10 YOURPROPERTY J.j y. .tv i- Mo age& Signed ' PiziAytof Page 3 4 1. J) 945-1004 FAX 4303) 945.5948 Gm SCfl dGE$ERconoorateyea ti ENOrNEOM SURVEYORS 7 0-' 1001 Grand Avenue, Suite 2E Glenwood Springs, CO 81601 April 29, 1993 K. R. Weatherly Western Mobile, Inc. P.Q. Box 368 Glenwood Springs, CO 81601 1tE: Western Mobile Maintenance Building/Office Building 1 i .•y: • 1 14.1,x: t-11 + 11 Dear K. R. SGM has completed the design for the septic systems for the maintenance and office buildings at the Sievers Pit site. This design is based upon percolation data collected by SGM through percolation testing during the week of April. 19. The results of those percolation tests indicated that the proposed disposal fields for both the office building and maintenance building are going to be located in highly pervious alluvium -type material. Percolation rates were measured at 5 minutes per inch (mpi) or faster. Based upon these percolation rates, a sand filter type construction for the disposal field will be required at both sites, It is important to note That the percolation testing was done at the proposed field location for the maintenance building. We are assuming at this point in time that the proposed field location for the office building will have very similar soils. However, verification (through profile hole excavation and percolation testing) will be needed prior to construction of the field at the proposed office building site. Maintenance Building ISDS Por the maintenance building, we are assuming that 10 persons per day will be tine design number of employees utilizing this facility. Based upon this employee count and the average flow rate of 15 gallons per employee per day, would yield an average flow for the maintenance building of 150 gpd. At the peak design flow, this figure would adjust up to 225 gpd. Based upon this figure, the required septic tank capacity would be at 340 gpd. However, the minimum size septic tank as required by the State Health Department is 750 gpd. Therefore, based uport septic tank minimal requirements, as mandated by the State Health Department, we have also sized the disposal field based upon these minimal requirements. We have calculated the size of the disposal field to be 223.6 square feet. This equates to a field with dimensions of 12' x 19'. We have attached a sketch which identifies the construction requirements (both in plan view and section) of the disposal field. Finally, we have also attached a sketch which identifies in schematic form the components of the ISDS. April 29, 1993 Mr. K.R. Weatherly Page 2 Office Building The design for the ISDS for the office building was based upon the observed number of offices provided within the building as well as an assumed 10 visitors per day. In essence, this system would be sized for 20 persons per day. The average daily flow, based upon 20 persons per day, would be 300 gpd. The design flow, therefore, would be 450 gpd. This would relate to a septic tank capacity of less than 750 gpd. Again, the minimal requirements mandated by the State health Department would control this design. Accordingly, the disposal field size for the office building ISDS would be based upon the minimal State Health Department requirements. The sketches, as provided and discussed above for the maintenance building, are also applicable for the office building as well. Please review the enclosed information. If you have any questions or comments, please do not hesitate to call. Sincerely, SCRMUESER GORDON MEYER, INC. JSS:Iec/92172.1 Enclosure SCHMUESER GORDON MEYER, INC. J it SCHMUESER GORDO 1001 Grand Ave. Suite 2-E Glenwo(od 303) Springs, CO 81601 FAX (303) 945.5948 VIEYER, INC. P.O. Box 2155 Aspen. CO 81612 (303) 925-6727 FAX (303) 925-4157 joe VJ EsreerJ Flo& L -E - f SHEET NO. CALCULATED SY DATE CHECKED BY DATE SCALE Z- 7 :3 SCHMtIESER GORDON 1001 Grand Ave. Suite 2-E • Glenwood 3j 945,CO 81601 FAX (303) 945.5946 :.YERr INC. P.O. Box 2155 Aspen, CO 81612 (303) 925.6727 FAX (303) 925-4157 ace � �l � P /00114 SHEET NO OF CALCULATED BY DATE CHECKED BY RATE SCALE �-- 1,•-- WWI -VANO: Pn4._:.4._`' -03 3 0Atrtas> L . f • rrriL xN�ATI� nfw 710 _' . t. Kt .. 4 • Ogrortw o o tt w0ID .Voa ro rt rt rt rs ro 0 rt tom ln. t• -i 0 re 1" Y K 0. m fr fr WCs ;s, w It. fA O "0 rt 'tl ' 0 CD Y 1+ Ph.. 0 0 'Cf Y1 11 r! D Co 4 rt t0 rtfC xr i4 h til V IA N Pt mr to G 11-.. H t-' SO o K a. W w ts. m Ca . 'W1 W 6 re rt to 10a Is P. 0 '4 HEl 1t w A re V: H mt D3t'H� a. % Y 0 0. 0 ro 0 go K irt fltb dK rt CO 0mCD pti G rt to 1-+ 'U Q o ro g+4:1 0` Li O Pk rrK Us'� O to Pt ti *4 K t# rt GO CD m 0 rtrl 4F'' 0Cira. re 0 '. si PD . �II'�° Cr+ 1-4 0 v? . 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A• b ix r G • O ia. rt o o Fa �y ti 0 W rt o p, rt 0 M 60 0 Ito o DA Fa t 00 0g ffD • p f%4 'L7 0? to r gf� o 11a `4to 0 D40n VI �'nw pt n as mm co fb rr t+ v r�s m i3 8re rr I S .0 ilo • t m WPi P• Ff H rrtit'. o O 411 CI g .a. N N tm ter •4 P. MSD H 0 to r:f r H Ca al K� 1 0 ?Ai f4 ty co o 4 0 n• t2a ,!v,f0 tT0 R oTeetig p. Aro` itA77 IN cc? EI F+. et 0 CD m rt A K � i-• 141 02 0.0 u>r ag ww t+• f� R ID W H ft M fDy0. tea 0 1H4 S� +rt � P1 H {i! :13 411 e i K E� Y CD 0 el 03 0 rpt o tom+ o tei p• Cr o ii lc) g,6cg• �*►,. g9 I ro •c 0 w * 41 a*0 H s W H 0 134 to s 0 * 0MK to R1 1 ei1 4 'Q A CO et 0 . m F-ls M4.4 el 171 1 4-44 p O tea, r 41 N 1. O ea re rri 0 1i+ rn rY 0 rt 0 0 rt0 iD 0 rt to fA» i3 0. o n ' p N f7 b • oI Y GCI A• CO N' lo o o rrr W 0y I-+ 0 m NH I- 00 rt R '4 Co CA O f; rt : 0 S:. rt • rt Y• 0a RQ rt ID roa m D fn 3' fr• CO re I-. D. El : W i0 .. W K Co ID A pa �00 t o { rtisi M g. f'a rt 1-4 A 0.IDwa O ri M 0 a D N. VII ts' w re o min P Cr rt rt co O f3 n' - >r fp 0. µ ! 0 0 'M IID M ta 0 M 0 O v~ ea C .. 0 Pa 01 Go v+ a K sn I-' : o » W G fD �0 0'r° C P ' rrref0 11 a I-+ 0 0 o H 0tre 0 F' N re re 111 H 1 711 "SLS 0 rt 0 11 f 0 re 4c,0o ti I-1+ H 0 - ova snoIA Ba IOM=camp (3d3) 9454004 004 FAX X303) 945-5048 SCNMUESER GORDON MEYER Sr'm ENGINEERS SURVEYORS 1001 Grand Avenue, Suite 2E Glenwood Springs, CO 81601 April 29, 1993 K. R. Weatherly Western Mobile, Inc. P.O. Box 368 Glenwood Springs, CO 81601 RE: Western Mobile Maintenance Building/Office Building Individual Sewage Disposal System (ISDS) Dear K. R. SGM has completed the design for the septic systems for the maintenance and office buildings at the Sievers Pit site. This design is based upon percolation data collected by SGM through percolation testing during the week of April. 19. The results of those percolation tests indicated that the proposed disposal fields for both the office building and maintenance building are going to be located in highly pervious alluvium -type material. Percolation rates were measured at 5 minutes per inch (mpi) or faster. Based upon these percolation rates, a sand filter type construction for the disposal field will be required at both sites. It is important to note that the percolation testing was done at the proposed field location for the maintenance building. We are assuming at this point in time that the proposed field location for the office building will have very similar soils. However, verification (through profile hole excavation and percolation testing) will be needed prior to construction of the field at the proposed office building site. Maintenance Building ISDS For the maintenance building, we are assuming that 10 persons per day will be the design number of employees utilizing this facility. Based upon this employee count and the average flow rate of 15 gallons per employee per day, would yield an average flow for the maintenance building of 150 gpd. At the peak design flow, this figure would adjust up to 225 gpd. Based upon this figure, the required septic tank capacity would be at 340 gpd. However, the minimum size septic tank as required by the State Health Department is 750 gpd. Therefore, based upon septic tank minimal requirements, as mandated by the State Health Department, we have also sized the disposal field based upon these minimal requirements. We have calculated the size of the disposal field to be 223.6 square feet. This equates to a field with dimensions of 12' x 19'. . We have attached a sketch which identifies the construction requirements (both in plan view and section) of the disposal field. Finally, we have also attached a sketch which identifies in schematic form the components of the ISDS. { April*29, 1993 Mr. K.R. Weatherly Page 2 Office Building The design for the ISDS for the office building was based upon the observed number of offices provided within the building as well as an assumed 10 visitors per day. In essence, this system would be sized for 20 persons per day. The average daily flow, based upon 20 persons per day, would be 300 gpd. The design flow, therefore, would be 450 gpd. This would relate to a septic tank capacity of less than 750 gpd. Again, the minimal requirements mandated by the State health Department would control this design. Accordingly, the disposal field size for the office building ISDS would be based upon the minimal State Health Department requirements. The sketches, as provided and discussed above for the maintenance building, are also applicable for the office building as well. Please review the enclosed information. If you have any questions or comments, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. JSS:lec/92172.1 Enclosure SCHMUESER GORDON MEYER, INC. JOB .,gCHM9ESER GORDON MEYER, INC. , ,'1,(4)1 Grand Ave. Suite 2-E P.O. Box 2155 Glenwood Springs, CO 81601 Aspen, CO 81612 (303)945-1004 (303) 925-6727 FAX (303) 945-5948 FAX (303) 925.4157 WE-meig SHEET NO 1 OF CALCULATED BY DATE CHECKED BY DATE SCALE . i 3 1!. ; E I1 I ...-1-.._ - E i 1 3 •q -$.-__. r-„.-.1.- -1 1. i i ! 5 • 5 ._...g_..—.1 -.., 1 3 _ -- I 3 • I i r . . t ..... t 1 1 r i i , i I I 1 i i t 1 r 1 r t I i I I 3 1 i i I 2 12 s 1 1 3 1 . -2-°. i 3 1 I 1 1 r 3 2 3 1 3 3 3 i 1 1 t........-:- I E - } 3 1 7 , ; : 3. 3 3 3 -.-- r 1 1 ___ 3 1 .--r 3 1 k//t77-v",-/Y/,V;(7 otti ' 4-piki& /1//i.44////F : : ;• i . _,....._ ; _......___ , I --..- , . , 1 , i 1 I /44 1 . . i , . ., i ,,r ' 1 MI Kf----1—'—• "1—'1 • 1 1 . I : r I-4-1: Fr , 1.6, I i 2 3 1 3 3 r i i r .4.-,---1-”,-- 3 3 i 3 3 3 3 I --"— 3 I i .....1........1...›. 11141 1N44 --1--- 3 e% LI' iL--t— 1 -4-A-4,-7-14. i : . ! i : ! 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'iy, .71, P4L. .4-1., j.-1. 0 Hi 0 SJ ---4 - 4-1 4. : - OLI ca •a cd 1-4 /4 . .,. -: 0 n4 13-1 ii -i 'Ai ni •-• ..., ..e - 4.3 g. t -i 02 : - .1.4- . •.:. 0 ..,..g !". cd " 0 ii3 14- 03 f••4 cs ...-- • "0 A. /4 0 • F.{ b0 . Al .,- lc0. 4-4 0 > 1-4 0 "4 0 al 41 r.04 T-1 . 7. a 18 CC • 0 ''d +-I 1-1 CI '0 1-I 0. T-1 NI CO A CO 0 al CO a) a) 41 ak - 0 T -I ni 0.1 -r4 cd 0 7.4 . al 0 4-1 CI 0 0 0 0 1:3 . .1:1 .1i Al 04 r-1 P4 0 0 •••11-1 "-I r4 0 0 ..r4 :ga. 4-3 1:14 0 0 0 1-1 1:1 03 34 0 0 Ca '0 14 r -I *ri 4-1 0 r -I ;0 MI 0:1 4-1 . :. 0 g 0 0 4-1 14 -,-f -1-1 0 14 ..0 0 1=1 1 -0 gcl ca 8 en al4 "a h• .cd rl 0 • -f-1- .3-1 -i-4 0 -.-I 0 GO E - al 7•-- 9. 4:4 ' I-1 IA rze Ai CL4 • ", • -18- . .. , . • RE,C W ED MAY ; 2003 GARFIELD COUNTY BUIL DI G & PLANNING LOYAL E. LEAVENWORTH SANDER N. KARP DAVID H. McCONAUGHY JAMES S. NEU JULIE C. BERQUIST SUSAN W. LAATSCH NICOLE D. GARRIMONE ANNA S. ITENBERG MICHAEL J. SAWYER TERESA L. HOCK JOSLYN V. WOOD* *Of Counsel LEAVENWORTH & KARP, P.C. ATTORNEYS AT LAW 1011 GRAND AVENUE P. 0. DRAWER 2030 GLENWOOD SPRINGS, COLORADO 81602 Telephone: (970) 945-2261 Facsimile: (970) 945-7336 dhm@Iklawfirm.com May 13, 2003 Garfield County Zoning Board of Adjustment 109 Eighth Street Glenwood Springs, CO 81601 DENVER OFFICE:* WAZEE EXCHANGE BUILDING 1900 WAZEE STREET, STE. 203 DENVER, COLORADO 80202 Telephone: (303) 825-3995 Facsimile: (303) 825-3997 *(Please direct all correspondence to our Glenwood Springs Office) VLA HAND DELIVERY Re: Appeal of Administrative Decision on Building..Permit Application Dear Board of Adjustment: Please accept this letter as an appeal of an administrative decision pursuant to Section 9.04,01 of the Garfield County Zoning Resolution, The relevant information is set forth below: Application date: April 21, 2003 Applicant: Lafarge West, Inc. Type of application: Building permit for construction of retail sales office for the sale of goods produced from raw materials on the site Property location: Sievers gravel pit, 3794 County Road 109 Zoning: A/R/RD Decision date: May 6, 2003 (by letter from Steve Hackett, Compliance Officer) Stated reason for denial: Existing special use permit does not authorize any buildings on the property Statement of Facts: Lafarge West, Inc. holds a lease on the subject property. The property is used for various purposes including the operation of a gravel pit. In accordance with Section 3.02.03 of the Zoning Resolution, special use permits are required for "extraction, processing, storage or material handling of natural resources." Special use permits have been issued for such uses, including the gravel mining (extraction) and the operation of a batch plant and an asphalt { Ft .A LEAVENWORTH & KARP, P.C. Board of Zoning Adjustment Page 2 May 13, 2003 plant (processing). There are also several other buildings on the site not specifically described in any special use permit application but for which building permits have been issued in the past, including an older sales office. The gravel operation is, and always has been, a commercial enterprise. Consistent with the extraction and processing operations, the operator has always sold the materials extracted from and processed at the site. Naturally, this includes a sales facility and scales so that the materials produced may be sold to the general public. Section 3.02.01 includes the following as a use by right under the A/R/RD district: "retail establishment for sale of goods processed from raw materials produced on the lot." Lafarge West, Inc. applied for a building permit to place a modular retail sales office on the site for this purpose as a use by right. The Building and Planning Department issued a letter on May 6, 2003, refusing to process this building permit application, purportedly because it would require a special use permit or an amendment to the existing special use permit. Basis for appeal: 1. The proposed use is a use permitted outright within the A/R/RD district. The special use permit process is not applicable. The official's decision does not address this point. No special use permit is required for permitted uses under the zone district. There is no basis to deny the permit application. This point alone requires reversal of the decision. 2. Nothing in the existing special use permits prohibits permitted uses. To the contrary, Resolution No. 81-165 (permitting the asphalt plant) specifically finds that the use is "compatible with the uses existing and permitted in the district" {italics added], and the permit was issued on the condition that the use of the tract of land comply "with all present and future regulations of Garfield County and the zone district." The resolutions approving the other special uses (gravel extraction and batch plant processing) contain similar language. Thus, the existing permits acknowledge that the general AIR/RD regulations still apply. Further, even if the special use permit process did apply (which it does not), a retail sales office is implicit in the issuance of the special use permit for a gravel pit. Gravel pits simply cannot operate without some facility to sell the gravel. County officials have previously acknowledged this by issuing permits for several existing buildings on-site, including the present sales office. it is unfair for the County to change the rules without notice after more than 20 years of operations. Apart from being an obvious part of a commercial gravel operation, none of the prior special use permit applications needed to state expressly that a retail sales office was included because that use was already permitted in the A/R/RD zone. LEAVENWORTH & KARP, P.C. Board of Zoning Adjustment Page 3 May 13, 2003 Lafarge West, Inc. respectfully requests that the Board ofAdjustriient direct the Building and Planning Depariuient to issue the building permit. Very truly yours, LEAVE •_3 & KARP, P.C. DHM: cc: Mr. Steve Fisk Dav d H. cConaughy Garfield County May 6, 2003 David H. McConaughy Leavenworth & Karp, P. C. P. O. Drawer 2030 Glenwood Springs, CO 81602 Dear Mr. McConaughy, BUILDING & PLANNING DEPARTMENT Code Compliance Office shackett(i garfie1d-county.com We have received a building permit application for construction of a Modular Retail Establishment by Lafarge West, Inc on their property at the Sievers gravel pit. The permit application was accompanied by a letter from you, to which I am responding. We are unable to process the building permit application. Our position in this matter is that the Sievers Gravel Pit Special Use Permit does not give us the authority to allow buildings to be built on the property. It was issued only to allow gravel extraction and processing as well as a concrete batch plant. Former permits for the existing office building and shop on the site were issued in error. Yours Truly, Steve Hackett Compliance Officer 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 4 .s b. LOYAL E. LEAVENWORTH SANDER N. KARP DAVID H. McCONAUGHY JAMES S. NEU JULIE C. BERQUIST SUSAN W. LAATSCH NICOLE D. GARRIMONE ANNA S. ITENBERG MICHAEL J. SAWYER TERESA L. HOCK JOSLYN V. WOOD* *Of Counsel LEAVENWORTH & KARP, P.C. ATTORNEYS AT LAW 1011 GRAND AVENUE P. 0. DRAWER 2030 GLENWOOD SPRINGS, COLORADO 81602 Telephone: (970) 945-2261 Facsimile: (970) 945-7336 dhm@lklawfirm.com Garfield County Building and Planning 109 Eighth Street Glenwood Springs, CO 81601 April 21, 2003 Re: Building Permit Application Dear Sir or Madam: DENVER OFFICE:* WAZEE EXCHANGE BUILDING I900 WAZEE STREET, STE. 203 DENVER, COLORADO 80202 Telephone: (303) 825-3995 Facsimile: (303) 825-3997 *(please direct all correspondence to our Glenwood Springs Office) Enclosed please find a revised building permit application for the construction of a retail sales office at the Sievers gravel pit operated by Lafarge West, Inc. The purpose of the building will be for the sale of goods produced from raw materials on the site (i.e., gravel and other aggregate products). This is a permitted use under the A/R/RD district. The enclosed site plan shows the location of the proposed building, which will be approximately 56' x 72'. The other buildings on the site plan are all pre-existing. The property is presently operating as a gravel pit under a special use permit approved pursuant to Resolutions 80-47 and 81-165. Since the use is permitted outright under the zoning regulations, no amendment of the special use permit is necessary. The use is, nevertheless, consistent with the terms of the special use permit, as scales and sales facilities are inherent parts of every gravel pit operation. This use is therefore implicit in the issuance of the permit. This interpretation is consistent with Garfield County's past issuance of building permits for the existing office building on site. Please contact this office if you have any questions or concerns. Thank you. DHM: Enclosure cc: Mr. Steve Fisk 1;12003\Mien Fs\LaFargelSieverslGarco- .wpd LE Very truly yours, KARP, P.C. Dav'd H. McConaughy INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS N' ." • POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS MANUFACTURED HOME BUILDING PERMIT. GARFIELD COUNTY, COLORADO Date Issued, ' Zoned Area. Permit No. S AGREEMENT leu consideration oftbe issuance of b permit -the applicant hereby agrees to complypl3r with aiTws and regulations related to zoning, location, construction and erection of proposed structure for which this permit is granted, and further agrees that iffthe above said regulations are not filly complied win in the zoning, location, erection and construction of the above described structure, the permit may then he revoked by notice from the County Building Official and IMMEDIATELY BECOMES MULL AND VOID. Use Address or Legal DescriptionC.. Owner LIRA Gg TRIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Street, Suite 201. County Courthouse Bawl Glenwood Springs,Coloradn DO NOT DESTROY THIS CARD APPROVED Date e)..-1.4 0 (IF PLACEO OUTSIDE, COVER WITH CLEAR PLASTIC) INSPECTION REC0RD Footing • (7y` /�/f 3 •�I /f `+ W T re/. 3rr.r-- Foundation orBlocldng . Driveway . Rough Plmnbing : Gas Piping : 1p --0,/-03p-- Electrical l Final : ttl (by State Inspector)rta egi0 �� �atSeptic Thiel : Final : / --ZV - a 371(4' Notes: Snow 7olbs $epi # of Unit: TRIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Street, Suite 201. County Courthouse Bawl Glenwood Springs,Coloradn DO NOT DESTROY THIS CARD APPROVED Date e)..-1.4 0 (IF PLACEO OUTSIDE, COVER WITH CLEAR PLASTIC)