Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application - Permit
AUG/19/2009/WED 07:48 AM NWCCOG FAX No. 970-468-1208 P. 001 Alternative Elevations LLC ME MQ RAN DUM To: Town of DeBeque Building Official From: Wayne A. Martin Member/Inspector Date: January 7, 2009 Project Name: Kessler Canyon Post-it< Fax Note 7671 °~& /o'7 p~~J,~> :2._ ToLJu L 1 c,c/,r,Jt> /(..e-. "'"'lb.-_ ~ dAJ ,11 -"' co.ID•pt.-= co./'( [..(J c La ~ Elevator Plan Review Phone# Phone# Fax# Elevator Test and Acceptance Inspection Location: 4410 CR 209 De Beque, CO 81630 Elevator Unit Number: COCU6384 Elevator Type: Passenger LULA Hydraulic The elevator safety inspections have been completed and found to conform to the applicable ANSI/ASME A17.12004 and the applicable IBC 2003 codes and other required codes to operate. The elevator at the above location has been Inspected and tested on January 7, 2009 and a: CONSTRUCTION USE ONLY Certificate has been issued: TEMPORARY Certificate has been issued: NO Certificate has been issued: PERIODIC Inspection Certificate has been issued: X FINAL Inspection Certificate has been issued: Januarv 7. 2009 Report of comments: Signature Way,).ta-1!1~~~ Certification NAESA QEI #C2586 State of Colorado License #08-0000-11 Alternative Elevations LLC PO Box 737 Kremmling, CO 80459 Off/ Cell970-485-4151 Fax 970-724-9706 E-mail altelevations@qwestoffice.net AUG/19/2009/WED 07:48AM NWCCOG FAX No. 970-468-1208 P. 002 ClCerttftcatt of ~afttp 3Jnspectton ALTERNATIVE ELEVATIONS LLC ELEVATOR SAFETY INSPECTION PROGRAM This is to certify that this elevator conveyance was inspected on 1/7/2009 and found safe to cany 1400 pounds. ID Number: COCU6384 Type: LULA Hydraulic Passenger Location: Kessler Canyon 4410 CR 209 De Beqe, CO 81630 Date of Issue: 1/7/2009 Expiration Date: 1/31/2010 Inspect r: Wayne A Martm QEI NAESA International Certification: C2586 Garfield County No. I 10566 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 tftfro . . . Job Address: ~%?¥ . Cl2 rX. 0 9 u~A.(J_/ GJ [i-I 6 3 0 Locality: jl::: ~ 13q -3 C{d--b D --oo Owner: Contractor: G. b J 0 Yl VLW V) Amount of Permit: / :1._1 31 d ./3 +-5o, d) ~ /J.,'/a:J,.Jq'2.. f 8 Class of Work: 9 Garage: 0 10 ~ I 11 0 GARFIELD COUNTY BUILDING PERMIT APPLICATION ~ 1 ~0 ~d'l .... QO ~ooq 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 ~ ~~~ ,. 0 7<Jfo Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 r 0 5b~ Parcel/Schedule No: ..¢JJ j £ [! "f! ij Q 0 New Single Double 0 0 Alteration Addition 0 Move On-Site Sewage Disposal Carport: o Site Plan Pt. vJ o Remove Single Double z:.~ I o Q, II 0-1 Ftlt~ ~~~~~ Oe.p+ NOTICE ,q ~ &§ID' RATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE I SSUED BY THE STATE OF CO LORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK I S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ~~~~~~~~~~-~~~ kSP. OCC Group: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: dt' s-o t-~ 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 SUBM ITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SI GNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGUlATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 .28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAJD ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTI ON, AND USE OF THE ABOVE DESCRIBED STRU CTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFI CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTI ON OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND I NSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR TH ESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, E§IGNERlOBU_:I.Q,Eir ,..0 1'1 AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. r • t-:;) J . ~p~ To Nd. ~~~ ~ I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITI A ): ~ ~ f?>JL ~u O \ (c, 13 The following items are required by Garfield County for a final inspection: 1. A final Electrical Insp ection 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 compl ete kitchen with cabinets, a sink with hot & cold running water, non-absorb ent kitchen floor coverings , counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floor s 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 alllBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps , decks and grading may be made upon the demonstration of extenuating circumstances, i.e . weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8 . A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9 . Ifyou will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O . A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****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 abid e by the above conditions for occupancz use and the issuance of a Certificate of Occupancy for the dwelling under building permit# {) _s:b0 Signature Bpapplicationoctober2006 Date ·.. ·~· ........ : ~ :·. .. . . . ~+~ VALUATION/FEE DETERMINATION Applicant Cu\u o&Jo l!~k p~ Address 0 b s-s-C fL Z.oCf Date L -'2x .-o 1\ Finished (Livable Area): Main L. 1... T"L Subdivision Lot/Block Contractor )\A....V\ 'lc ··" \ Upper ·z._ S 3 2'"' Lower 5o '2-8' -~o\.~ ~Cfi )( 88 . 2<' '3'' ~C.O. Z \' Other ~ \ \ oo Total Square Feet Valuation I ~I 1'2.,(.. X -g~_2) LH-<l\C--\) /J c::).Cfi )C:,Iq .So J ~'S',8'Jc:r">r"' Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation '=3 .' Y' eftc'-lt 1\..J_cl I ()()o ~'09 ,if ~ 1' ~ oft fCi''Z"t 7$ ' ( ~ oo X. '3 ' s- .:::-I %-'t o f?.l. ~ '!' r': ~&f )J, p , P'F I 02-t, f b ~t,f'"' I\--••fl ~'"' (Jt41.·~ "', "K 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 and original 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. Engineered foundations may be required. Check with the Building Department. 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, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. 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 of30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded sub · is ion plat, shall include a copy of the building envelope as it is shown on the final P. t with the proposed structure located within the envelope. Yes -~- I 2. Does the site plan when applicable include the location of th e I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent pr , perties ), streams or water courses? This information must be certified by a licensed s eyor with their signature and professional stamp on the design. Yes No Not necessary for this project £N&· ~ 3 . Does the site lan indicate the location and direction of the State, County or private road accessing e property? Yes 4. Is the I.S .D.S . (Individual Sewage Disposal System) d es igned, stamped and signed by a Colorado Registered Engineer? Jv~ 2 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. / ! Yes:J___ No Not necessary for this project __ _ Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "App~oval drawings only", "For permit issuance only" or similar language? Yes J No__ Not necessary for this project. __ _ 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 designJ Yes No Not necessary for this project __ If the building is a pre-engineered structure, is there a stampe7, si ed engineered foundation plan for this building? Yes__ No__ Not necessary for this project __ Do t~e pia indicate the location and size of ventilation openings for under floor crawl spaces a the clearances required between wood and earth? Yes No__ Not necessary for project __ Do th~pl ns indicate the size and location of the ventilation openings for the attic, roof joist sp ces and soffits? Yes__ No__ Not necessary for this project __ Do the plans include design loads as required under the IBC or IRC for roof snowl\t' (a minimum of 40 pounds per square foot in Garfield County)? Yes No__ Not necessary for this project __ Do the pl;lns include design loads as required for floor loads under the IBC or IRC? Yes_V_ No__ Not necessary for this project __ Does the plan include a building section drawing indicating foundation, wall, floor, and roof constvtction? Yes_\/_ No__ Not necessary for this project __ Is the wi.£ speed and exposure design included in the plan? Yes_V_u No__ Not necessary for this project __ Does the ilding section drawing include size and spacing of floor joists, wall studs, ceilin j 1sts, roof rafters or joists or trusses? Yes No__ Not necessary for this project __ Does the building section drawing or other detail include the method of positive conne&n of all columns and beams? Yes No__ Not necessary for this project __ 3 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Does the elevation plan indicate the height of the building or proposed addition from the undisturb~d grade to the midpoint between the ridge and eave of a gable or shed roof or the top J a flat roof? (Check applicable zone district for building height maximum) Yes J No Not necessary for this project ------ 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? J Yes__ No__ Not necessary for this project __ Does;r:he lan include a masonry fireplace including a fireplace section indicating design to com y with the IBC or IRC? Yes No Not necessary for this project ------ Does the plan include a window schedule or other verification that egress/rescue windows j/om sleeping rooms and/or basements comply with the requirements of the IBCo~C? Yes No Not necessary for this project ---- Does ~he an include a window schedule or other verification that windows provide natural · ght and ventilation for all habitable rooms? Yes No Not necessary for this project ------ 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 w !king surface; sliding glass doors; fixed glass panels; shower doors and tub enclosure and specifY safety glazing for these areas? Yes No Not necessary for this project ---- Do th;tpl ns include a complete design for all mechanical systems planned for installaf on in this building? Yes__ No Not necessary for this project'----- Have all are~s in the building been accurately identified for the intended use? (Occupant'y as identified in the IBC Chapter 3) Yes_V_. No__ Not necessary for this project __ _ / Does the plan indicate thyquantity, form, use and storage of a/y h rdous materials that may be in use in this blJilding? Yes No Not necessary for this project Is the ljtcaf n of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated n the plan? Yes__ No__ Not necessary for this project __ 4 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. Do the~! ns indicate the location and dimension of restroom facilities and if more than four em oyees and both sexes are employed, facilities for both sexes? Yes__ No__ Not necessary for this project __ Do the pi s indicate that restrooms and access to the building are handicapped accessibl ? Yes No Not necessary for this project __ Have two)2) complete sets of construction drawings been submitted with the applic~_Y'm? Yes No Have y#u signed or had this plan designed while considering building and other constructi n code requirements? Yes__ No__ Not necessary for this project __ Does th~pl ; accurately indicate what you intend to construct and what will receive a final insp tion by the Garfield County Building Department? Yes No ---- Do your plans comply with all zoning rules and regulations in the County related to your zone d~'str" t? For comer lots see supplemental section 5.05.03 in the Garfield County Zonin solution for setbacks. Yes No. __ _ Do you·~:<ILand that approval for design and/or construction changes are required prior t~i~~lementation of these changes? Yes No ---- 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 an~ "Septic System" or "Road Impact" fees required, at the time you pick up your building ermit? Yes No Are you aware that you are required to call for all inspections required under the IBC includ~·n pproval on a final inspection prior to receiving a Certificate of Occupancy and occ pancy of the building? Yes No -- -- Are you aware that the Permit Application must be signed by the Owner or a written autho~ity f.e given for an Agent and that the party responsible for the project must compV'ith the Uniform Codes? Yes No -- -- 5 36. 37. 38. 39. 40. 41. 42. 43. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Are y;?ttu a are that requesting inspections on work that is not ready or not accessible will res tin a $50.00 re-inspection fee? Yes No ___ _ Are you aware that prior to issuance of a building permit you are required to show proof of a drivewa access permit or obtain a statement from the Garfield County Road & Bridge Dep rtment stating one is not necessary? You can contact the Road & Bridge Departme t at 625-860 I. Yes No ___ _ Do you understand that you will be required to hire a State of Colorado Licensed Electric~· an d Plumber to perform installations and hookups? The license number will be require at time of inspection. Yes No ___ _ Are you aware, that on the front of the building permit application you will need to fill in the Parc~V S hedule Number for the lot you are applying for this permit on prior to submittal o the building permit application? Your attention in this is appreciated. Yes No. _____ _ Do you know that the local fired' trict may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property;:~: or to issuance of a building permit that you will be required to obtain a grading p rmit? Yes ---"''------ Did an Architect seal the plans for your commercial project? State Law requires any commerc;te'al oject with occupancy of more than 10 persons as per Section 1004 of the IBC to preiJ re the plans and specifications for the project. Yes No Not Necessary for this project ____ __ I hereby acknowledge that I have read, understand, and answered these questions to . lJr best of my ability. ~ &~ L/-blo-rn .._./ 6 Signature 11-(}0-0/ Date 7 Phone:(j_1v).tt!S ~~m (days); (evenings) ProjectName: K~~~lt.~ l_o~{:,t ProjectAddress: CfoC~ Co>NT'-j J?1 . 'J.o~ \:>& ~v& CA 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 and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 PLA N RE VIEW CHECKLIST Applicant Lo / o~~ fV Jww ~ Date._.s!__--=-.;;__:::.....l---+-- Building ~ngineered Fo~ndation --\;..L--Driveway Permit V Surveyed Site Plan .2septic Permit and Setbacks ~ Gradeffopography 30 % __t1;!Atrach Residential Plan Review List V Minimum Application Questionnaire L.subdivi s ion Plat Notes O u~ s ..... tl, ~Fire D ~partment Re view +u ~~ .21aJuation Determination/Fees __L.L'Red Lin e Plans/Stamps/Sticker ~Attach Conditions V Application Signed _lL_Plan Reviewer To Sign Appl ication --iL'Parcel/Schedule No. ~40# Snowload Letter-M anf. Hms. ,/Soils Rep ort GENERAL NO TES: Plan ning Issues Subdivision Plat Notes FILE NOTE: Permit# 10566 Colorado Nature Ranch Lodge The owner of this property did not want to comply with the IBC. Leading up to the final inspection there were many discussions between myself and the Construction Superintendent, Larry Cooley. The issues he had concerned accessibi li ty , handrails on stairways, and compliant gas fixtures in fireplaces . The day I made final inspection, all these items were in compliance with the IBC, 2003 Edition. Representations lead me to suspect that some things will be changed by the owner after the contractor and I are no longer involved with the job. This file note is attached to and is a part of the permanent file. David Mead Building Inspector Sept. 23, 2008 ~orf/f on/1 froe,e6S . Assessor's Parcel No.Ol..l :5'1-:j L(.).. --co> ''t·'i ' Date 7 /.t-7/c 7 I I INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORAD09'/f7C 11Cf~t(~ Date Issue~Jd::7/~2. ... Zoned Area ••..............••............. Permit No.S.e#.:JQ$.&4 '/~ AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use I.D~e ~ AddressorLegaiDe"riptio Cf )rOt(, te 'BeQt,t Owner (hlmudtl t®TviG £rlN1tb LP Contractor Sin VIVlQ mqn+ Qrrp Setbacks Front Side Sjde Rear This Card Must Be Posted So II is Plainly Visible From The Street Until Final Inspection. 4t(C-10-12- INSPECTION RECORD J-Fo.o.tin.;;g.;;,1111;:.-,l>LL<.Ie..,~~//-~1 .. --:;.0~7MJ;-.:,:LL-...-t Dri~)k Ji, j, . Foundation j1..-f1-o7 ~ rJ"'~ Underground Plumbing /0 fJ -0 7 /}n1.. Insulation 'f3 -7-o(5 l1lzr1 ~ Rough Plumbing ·1·/1·t?S fJ-n<.-Drywall JJ-/1-o$ vJ Chimney& Vent '/-:J..1-o3 ~ Gas Piping 'fil·/· o& £J.,y( Electric Rougb (By State .Inspector) V Framing ,5-/· ~ ~-,.<.H)' I (fo include Roof in place' a'D.d\'v,ndows and Doors installed). Electric Final (by State Inspector) 'f-f7·tJfS Final f-;;J.3 -o8 £)., Septic Final 'f-1'/-!J!) (;J.t, k • '" ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING. WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. ~--~------~~T~H~I~S~~~ .. IITISNOTTRANSFERABLE (.For InsE_ections Caii384-SOOj) I 08 8th Street Glenwood Springs, Colorado APPROVED DO NUT DESTROY THIS CARD Date?/J'/t:?p~Ic?D )s~= ~ ~V~~~H CLEAR PLASTIC kl-\2 -ol £.\e~,_, 1,-,._s,-e-0\( ~ . ( ~~<f~c$) \ b-[<;'-01 " \>oTtrr<--vJo..\\, D\.-_ fJW---. '1-7-o7 ~~~~Mdl~ok~ /-/1-D{ ~~of~ 1-3HI v)<il,. \V1t X.$b~) ~~~ ~ \j %£, ck ~ ~-1'3-D 1 b...uf1)P .a.j (, k ON.--- ~-11-o 1 b.J<ML ~ ·~ w.ft ol<. ~ 1-(ol5 ~0~ t~~~ / MJ ~·&-03 ~/w-PJ rDi< MY/ (~~.e- ~-J.-03 ?-4~ ~ bL IJw.-.- ''1-o S ~ :a -2. -I B/:e IJrv.-. -7-oft M n~ J-{3 ~ ~-ol:. /}u,z_.., '-11-C)s<V3 P~~~~~ ~-ed~~~}-1 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ifjtJ eK 2.£Yf Permit No. /D§"(c,t(l )i Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date ?-1~-tJff 20 Building Inspector .llk~---L-..- Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at _ _,0--'i/,-'-/--"'O--"-C!-_£,;:.__2-D_·_,__Cf _____ _ Permit No. --~/t:..C()e::-5""'-.:>b::....:!(..=------------- 1 have this day inspected this structure and these premises and fo1,md the following corrections needed: ,2~ ~ ~,_.;. ""' '1}~~1?~ ?(~tp-uer ~all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 1-/1 ~ ~ Building Inspector m Phone (970) 945-8212 Page I of I Jeff Kehr From: John Galloway [galloway@frontier.net] Sent: Tuesday, July 10, 2007 2:22 PM To: Jeff Kehr Cc: Shawn Becker; Greg Motz Subject: Kessler Lodge Elevator doors Jeff-I have reviewed the plans and don't see any great difficulty in adding mag hold open smoke/fire doors at the elevator; please just redline that condition of permit and let me know when permit is ready for issue -thanks for your help in getting this job out. John Galloway SHAPE Box 89, 10491 54.7 Road Molina, CO 81646 I -970.487.3366 I-970.487.3364 c-970.261.4105 galloway@frontier.net shapedesigns.com 711112007 Page 1 of 1 Andy Schwaller From: Jeff Kehr Sent: Monday, April 30, 2007 8:54AM To: galloway@frontier.net Cc: Andy Schwaller; Fred Jarman John, Per our phone conversation I am following up with this E-mail regarding the building height for the Colorado Nature Ranch Lodge. The Building and Planning dept interpret the criteria for building height as follows; The measurement from existing average grade to a mid-point between the highest ridge and the eve associated with that ridge. As is the case with your building the measurement is 29.92'. As discussed before and addressed in the S.U.P. for this project the maximum allowable height for this project is 25' If you should have any questions please call. Jeff Kehr Plans Examiner Garfield County Building and Planning (970) 945-8212 517/2007 Andy Schwaller From: shawn@ sun-king.com Sent: To: Thursday, March 22, 2007 5:23 PM Andy Schwaller Subject: Kessler Canyon Project Andy thanks again for taking time to help with the permit process and I promised I will make sure that we have a more complete permit application next time .. Below you will find a memo from Mark Kessler regarding my authority to sign any paper work as the owners rep... Hope you have a great day .. To Whom It May Concern: Shawn Becker, an employee of Sun-King Construction, may act as an agent for Orchard Lake Lodge, LLC or Colorado Nature Ranch, LP with respect to any permitting necessary for construction. Please contact me should you have any questions. Regards, Mark W. Kessler The Kessler Collection 4901 Vineland Road Suite 650 orlando, FL 32811 407.996.9961 phone 407.996.9998 fax kesslercollection.com 1 FW: Kessler Page 1 of3 Dave Mead From: Larry Cooley [cooleyi@GEJohnson.com] Sent: Monday, October 27, 2008 9:58AM To: Dave Mead Cc: Mark Bartley; mark.kessler@kesslercollection.com Subject: FW: Kessler David, Per our conversation last Friday, here is the temporary report from the Health Department I was telling you about. From my understanding, this is mailed to you (see attached e mails) but the Inspector noted that we could pass this along for your completion status. Please let me know if there is anything further I can do to help. Larry Larry Cooley Senior Superintendent GE Johnson Construction Company 5613 DTC Parkway Suite 450 Greenwood Village, CO 80111 303 221 1249-Main 970 618 5026-Cell 3032211989 Fax The power of ingenuity. .. ... the rewards of trusting relationships From: Steve Sabula Sent: Mon 10/27/2008 9:19AM To: Larry Cooley Subject: FW: Kessler FYI Perhaps forward to David Meade? Sincerely, Steve Sabula Project Manager GE Johnson Construction Company 25 N. Cascade Ave. Suite 400 10/28/2008 FW: Kessler Colorado Springs, CO 80903 Phone(719)473.5321 x2212 Cell (970) 739.1882 Fax (719) 473.5324 The power of ingenuity ... ... the rewards of trusting relationship s. -----Original Message----- From: Aaron Doussett [m a ilto:Avdou sse@smtpgate .dphe.state .c o .us] Sent: Monday, October 27,2008 9:07AM To: Steve Sabula Subject: Re: Kessler Steve, Page 2 of3 The next s tep is for me to forward your paperwork to our admin staff, which will generate your food license (which is then sent in the mail to you). In the mean time, I left. an inspection report with the comment on page two, "facilit awroved for a 2008 retail food license". You may share this with the building in spector if you'd like! Let me know ifthere is anything more you may need, Aaron Aaron Doussett, M.S., REHS Zoonosis Field Specialist Envirorunental Protection Speciali st II CDPHE -Consume r Protec tion Divi sion 4300 Cherry Creek Drive South Denver, Co. 80246 Office 303-692-3629 aaron.doussett@state.co.us »> "Steve Sabula" <bula@gejohnson.com> I 0/23 /2008 8:43 AM »> Hi Aaron I have been tracking the owners progress on their food license and it seems it went we ll . What is the next step? My building in spector needs your "passed" report for issuance of the certificate of occupancy. Is this something that can be had? GE Johnson Construction Co. Steve Sabu la Project Manager 719.473.5321 970.739.1882 cell 10/28/2008 1111 MI'I.II~MHI!.llA!!.llA!!,~Iolll~l'"-'1"1\Ciill~ ~·~ II II I ReceptlanU: 733321 09/18/2007 10:40:52 AM Jaon Alberico I of 1 Rec F•e:$0,00 Ooc Fee:0.00 GARFIELD COUNTY CO SPECIAL USE PERMIT {Porce/ldentlflcotlon Number: 216503~00030/ This Special Use Penni! is issued to a property, owned by Orchard Lake Lodge, ILC containing approximately 40 acres, situated in SE Y. of Section 3, Township 6 South, Range 99 West of the 6111 Principal Meridian and is practically located off of County Road 209, in the Resource Lands -Gentle Slopes Lower Valley Floor Zone District: In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 2 o o 7 -2 rof the Board of County Corrunissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Penni!, the following activity: "Resort" The Special Use Permit is issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. · ATTEST: GARFIELD COUNTY BOARD OF COMMI RS, GARFIELD CO ,COL RADO ~UVn Wl ()jj~ Cl oftheBoard c ~Ill W!l"~ V~lai!~.Mii llM tt~ ~N«~·.~.MI~ IIIII ecepticn#: 719263 03/20/2007 11:02:44 ~M 8:1903 P:0983 Jean Alberico 1 of 4 Rec Fee:$0.00 Doc Fee: GARFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Plaza Building, in Glenwood Springs on Monday, the 12th day of March, 2007, there were present: "'Jo"'h.,n._M"""art"""'in,__ ________________ , Commissioner Chairman :L,arry'-'-.1.-"M""'cC"'o"-w"-n"------------------' Commissioner :"T...,re""s,._i~H.,o':"u""p"':-t ----------------··Commissioner "'D"'o"'n'""D"'e"'F""'o"'r,_d ________________ , County Attorney ,.,Je"'an"'::'A"'I""b"'e"-'ri""co'"----------------' Clerk of the Board =E,.d_,G"'r"'e""en"------------------' County Manager when the following proceedings, among others were had and done, to-wit: RESOLUTIONNO. 2007-26 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT ALLOWING RESORT AND RECREATIONAL ACTIVITIES ON A PROPERTY LOCATED ON COUNTY ROAD 209 OWNED BY ORCHARD LAKE LODGE,LLC. WHEREAS, the Board of County Commissioners of Garfield County, Colorado, received a Special Use Permit (SUP) request to allow "RESORT AND RECREATIONAL ACTIVITIES" submitted by Balcomb & Green, P.C.; and WHEREAS, the subject property contains approximately 40 acres, situated in Section 3, Township 6 South, Range 99 West of the 6th Principal Meridian and is practically located off of County Road 209, in the Resource Lands: Gentle Slopes and Lower Valley Floor Zone District: WHEREAS, the Board of County Commissioners opened a public hearing on the 12'h day of March, upon the question of whether the above-described SUP should be granted or denied, during which hearing the public and interested persons were given the opportunity to express their opinions regarding the issuance of said SUP; and WHEREAS, the Board of County Commissioners closed the public hearing on the 12th day of March, 2007 to make a final decision; and WHEREAS, the Board of County Commissioners on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of facts: 1. That proper publication, public notice, and posting was provided as required by law for the hearings before the Board of County Commissioners. 2. That the public hearing before Board of County Commissioners was extensive and complete; all pertinent facts, matters and issues were submitted; and that all interested parties were heard at those hearings. 3. The proposed special use permit conforms to Sections 3.10.04, 5.03, and of the Garfield County Zoning Resolution of 1978, as amended. 4. The proposed use is in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that based on determination of facts set forth above, the SUP request to allow "Resort and Recreational Activities" is approved with the following conditions: 1) The maximum number of overnight guests staying at the resort shall be 48; 5) The gates across CR 209 at the entrance of CR 204 shall be removed. If required a ~cattle guard may be installed for livestock containment once the Applicant has obtained a utility permit from Garfield County Road and Bridge Department; 6) The Applicant shall provide Garfield County with approval from Colorado Department of Health and Environment for the proposed public water system design prior to the issuance of this Special Use Permit; 1111 ~" f~l~~~ MIL!W ~~.l .. ll:'!j(,~tlir ~~~~ IIIII Reception~: 719263 . '03/20/2007 11:02:44 AM 8:1903 P:0985 Jean Albenco 3 of 4 Rec ~ee:$0,00 Doc Fee: GARFIELD COUNTY CO 7) The Applicant shall provide an approved water well permit from the Colorado Division of Water Resources, allowing the proposed uses prior to the issuance of this. Special Use Permit; 8) In the event any representations made in the application for which this permit is granted change and are no longer consistent with the representations in this application, the Applicant shall be required to submit a new permit application to the County addressing the changes; 9) Prior to issuance of building permits, tbe Applicant shall obtain an approved Individual Sewage Disposal System permit to be utilized by the proposed improvement; 10) The proposed improvements shall comply with all requirements of section 3.10.04 of the Garfield County Zoning Resolution of 1978, as amended; 11) The Applicant shall inventory and map the property for County Listed Noxious Weeds prior to the issuance of the Special Use Permit; 12) The Applicant shall provide a weed management plan for the inventoried noxious weeds approved by the Garfield County Vegetation Management Department prior to issuance of this permit; 13) Any straw bales that are used as sediment barriers or as mulch shall be certified as weed-free; 14) All food waste shall be contained within a bear-proof garbage receptacle and disposed of accordingly; 15) The Applicant shall comply with Colorado Water Quality Control Division Policy Number WQSA-6: Multiple Individual Sewage Disposal Systems. • Purpose: To clarify the applicability of Regulation No. 22 to multiple Individual Sewage Disposal Systems (ISDS) with a total design capacity of 2,000 gallons per day (gpd) or more serving as a community system or serving a single property or wastewater generator. 16) The Applicant shall comply with the recommendations of the Colorado Division of Wildlife. II II Wol ~~~~~~ I'IIJI M\~ ~~ l+ll>fl1'M'I:~.MI~ IIIII Receptjon~: 71~263 03//:0/2007 11:02:44 AM 8:1903 P:0986 Jean Fllberico 4 of 4 Reo Fee:$0.00 Doc Fee: GFIRFIELD COUNTY CO 1f' Dated this /J day of f()a --rcf.v, A.D. 2007. ATTEST: Upon motion duly made and seconded the foregoi the following vote: John Martin Larry McCown Tresi Hou t STATEOFCOLORADO ) )ss County of Garfield ) COUNTY OF GARFIELD BOARD COMMISSIONERS, GARF LD COUNTY, co 0 I, , County Clerk and ex -officio Clerk of the Board of County Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. JN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this __ day of , A.D. 2007 County Clerk and ex -officio Clerk of the Board of County Commissioners I Garfield County Buiding Department 108 8th street Glenwood Springs, Co 81601 970-945-8212 Plan analysis based on the 2003 International Building Code Project Number: Date: October 25, 2007 Project Name: Colorado Nature Ranch Address: Kessler Canyon Occupancy: B,R-1,S-1,R-3 Construction: V-B Contractor: Architect: Shape Engineer: Report By: Jeff Kehr NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. --Sec. 504.2 and 506.3 FRONTAGE INCREASE: Perimeter of the entire building = 200 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 60 Allowable area increased 75.0% for frontage increase. --Sec. 506.2 NOTE: Limit in Section 506.2.1 used. 200 feet. Page # 2 Code review for: Project Id. : Address: FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 3 Dwelling R-3 1100 26250 0.04 ok TOTAL FOR FLOOR 1100 26250 0.04 ok 2 Motel Rooms R-1 ok 5326 26250 0.2 ok TOTAL FOR FLOOR 5326 26250 0.2 ok 1 meeting, Great room B ok 5589 26250 0.21 ok 1 Dwelling R-3 ok 345 26250 0.01 ok 1 Kitchen B ok 738 26250 0.03 ok TOTAL FOR FLOOR 6672 26250 0.25 ok B1 Spa B ok 3655 26250 0.14 ok B1 Storage/Stock Room S-1 ok 5070 26250 0.19 ok TOTAL FOR FLOOR 8725 26250 0.33 ok BUILDING TOTAL 13098 78750 0.17 ok --Sec. 503, 504, 506 and Table 503 Allowable area and height calculations are based on the most restrictive use. Different uses are not separated by fire barriers. --Sec. 302.3.1 Basement area not included in the total when checking allowable area. --Sec. 503.1.1 The actual height of this building is 40.0 feet. The maximum height of this building is 60.0 feet. --Table 503 and Sec. 504.2 PROPERTY DESCRIPTION: North Side has a property line. -Distance to property line 100.0 East Side has a property line. Distance to property line 100.0 South Side has a property line. Distance to property line 100.0 West Side has a property line. Distance to property line 100.0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH WEST occ BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR B 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL R-1 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL S-1 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL R-3 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL Page # 3 Code review for: Project Id. : Address: The exterior walls may be of COMBUSTIBLE material. --Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. --Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. --Sec. 704.8.1 up/pr =Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. --Table 704.8, Note: g. * These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. --Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS ELEMENT MATERIAL RATING NOTES Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Shaft Enclosure Any 2 hour Note 1 Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs Any None NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. --Table 601 Page # 4 Code review for: Project Id.: Address: SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Page # 5 Code review for: Project Id.: Address: Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. Page # 6 Code review for: Project Id.: Address: DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions DRAFTSTOPPING: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with NFPA 13. --Sec. 717.3.3 Exception (floor) and Sec. 717.4.3, Exception (attic) Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. --Sec. 717.4.1.1 OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 Uses are not separated by fire barriers. The construction of the building is based on the most restrictive use. --Sec. 302.3.1 SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --Smoke barrier --Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower --Smoke barrier --Sec. 302.1.1.1 Refrigerant machinery rooms --Smoke barrier --Sec. 302.1.1.1 Incinerator rooms --2 hours and an automatic sprinkler system Storage rooms over 100 square feet --Smoke barrier --Sec. 302.1.1.1 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB ace MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR HDWR RATING SWING NOTES ------------------------------------------------------------------------- 3 Dwelling 4 1 0.6 No N/A N/R TOTAL FOR FLOOR 4 2 0.8 No N/A N/R 2 Motel Rooms 27 2 4.1 No N/A N/R 1 TOTAL FOR FLOOR 27 2 5.4 No N/A N/R Page # 7 Code review for: Project Id.: Address: 1 meeting, Great room 56 2 8.4 No N/A Out 1 1 Dwelling 1 1 0. 2 No N/A N/R 1 Kitchen 4 1 0.6 No N/A N/R TOTAL FOR FLOOR 61 2 9.2 No N/A Out 11 B1 Spa 37 1 5.6 No N/A N/R B1 Storage/Stock Room 17 1 2. 6 No N/A N/R TOTAL FOR FLOOR 54 2 10.8 No N/A Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 11. Note: If 2nd floor and basement exit through the first floor, exiting on the first floor is to be based on egress convergence. Base exiting requirements on the 1st floor using the sum of the occupants on the 2nd floor and in the basement. --Sec. 1004.5 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 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. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. --Sec. 1005.1 Page # 8 Code review for: Project Id.: Address: EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. --Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. --Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Page # 9 Code review for: Project Id. : Address: ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008.1.6 4. 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. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1:7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group B is 300 feet. --Table 1015.1 The maximum travel distance in Group R is 250 feet. --Table 1015.1 The maximum travel distance in Group S1 is 250 feet. --Table 1015.1 The maximum travel distance in Group R is 250 feet. --Table 1015.1 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. --Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 Page # 10 Code review for: Project Id.: Address: STANDPIPE AND HOSE SYSTEMS --Sec. 905 Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. --Sec. 905.3.1 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. See sections 905.4 and 905.6 for required locations. See section 905.7 for cabinet requirements. LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. --Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 Page # 11 Code review for: Project Id.: Address: WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. --Sec. 719.2.1 Foam plastic insulations are required to be protected. --Sec. 2603 ADDITIONAL REQUIREMENTS: For B occupancy For R-1 occupancy For S-1 occupancy For R-3 occupancy Page # 12 Code review for: Project Id.: Address: ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. --Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 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 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Page # 13 Code review for: Project Id.: Address: 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 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. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 Page # 14 Code review for: Project Id.: Address: GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. Page # 15 Code review for: Project Id. : Address: DAILY REPORT Excel Fire Protection Inc. ' PROJE<cT NAMEk~--5 j' r-ev' (_ -b ,, A.J 6"'----rRoJl)lf::~~<,l;) 'DATE 7 _ J( -C>"a DO SITE CONDITIONS IMPACT PRODUCTION: 0 YES D NO 0 OCCUPIED BUILDING 0 OBSTRUCTIVE 0 CROWDED 0 GOOD 0 MUDDY 0 MESSY WEATHER IMPACTED: 0 YES 0 NO D TEMPERATURE: 0 SUNNY 0 RAIN D WINDY 0 ICY 0 SNOW D CLOUDY VISITORS: DYES D NO D N/A 0 ARCHITECT 0 OWNER 0 ENGINEER 0 OTHER PROJECT STATUS: PROJECTED COMPLETION DATE TOTAL HEADS #HEADS INSTALLED SSU SSP ----- # DROP NIPPLES CUT TO LENGTH MAINS INSTALLED% BRANCH LINES INSTALLED% --- RISER INSTALLED: 0 YES D NO FDC & MAIN DRAIN STUB OUT: 0 YES 0 NO INSPECTION TEST STUB OUT: D YES 0 NO ROUGH-IN HYDRO TESTS COMPLETE: 0 YES 0 NO FINAL INSPECTION COMPLETE: D YES 0 NO PROJECT DEMOBILIZED; 0 YES 0 NO PROJECT CLEANED UP: D YES D NO NAME HOURS ACTIVITIES: 'RECEIPTS ATTACHED TO TIME CARD: YES NO PROBLEMS/DELAYS: D YES 0 NO 0 NIA 0 LACK OF MATE RIALS 0 EQUIPMENT FAILURE D LACK OF TOOLING D DISRUPTIONS 0 LACK OF EQUIPMENT 0 IMPROPER TOOLS D FIELD DRAWINGS D OTHER 0 LOCKED DOORS 0 CHANGE IN CONTRACT D ADDITIONAL WORK D DELIVERIES 0 NO UNDERGROUND D POOR COORDINATION BY GC D DIRECTIVE OR NOTICE FROM AE/GC/OWNER 0 TARDY 0 ABSENT EXPLAIN PROBLEMS: SAFETY PROBLEMS: 0 YES 0 NO 0 NO HARDHAT 0 LOUD MUSIC/NOISEY 0 UNSAFE SITE CONDITIONS D HORSE PLAY 0 HAZARDOUS FUMES 0 CLUTTERED CONDITIONS D TOXIC OVERSPRAY 0 INJURIES 0 OTHER 0 OTHER TRADES CREATING WORKING HAZARDS D COMPLETE FIRST AID KIT ON SITE EXPLAIN UNSAFE CONDITIONS: SIGNATURE: DATE: INSPECTIONS: \;}YES 0 NO UNDERGROUND TESTED & FLUSHED DYES iNa OTHER 0 FINISH \}1 ROU~H~ , 0 UNDERGROUND 0 ABOVE GROUND HYDRO TEST 200 PSI FOR 2 HOURS: 0 YES 0 NO DESCRIPTI6N' OF AREA TESTED: A f!I..-L r<117"'-d~ APPROVING AUTHORITY'S NAME: .<""'-> <L 'l<5" /) p.-(7..?>//l JURISDICTION: COMMENTS: /r-:z PRINT NAME OF AUTHORITY<£) S.A'SZ /1/ /II -)~ SIGNATURE OF AUTHORITY: X Af/ ~A / DATE OF APPROVAL: 7 3 J -::::z.?. ~ S:\Daily Employee Forms\Daily ~rt and Material Order Sheet.doc /--/ 61612008 2008/SEP/2 3/TUE 11:53 AM GE JOHNSON CONS TR CO FAX No. 71947353 24 P. 00 1/007 Corporate Oftlco 25 North Cascade Avet1ue, Suite 400 Colorado Spr1ngs, co 80903 Phone; (719) 473-5321 Fax: (719) 473-53.24 Fax &~(L~T> To: c?otJ'l.o4"'1'" y j;>{ ,Q r Attn: D.-,.v I 1> 111 CAY) Fa)(: 77o. 58o/. ?4?o Phone: r Urgent n For Review r: Pleas& Reply ·Comments .. '~;)~,~~- J~yd/ GEJDHI15Dn CONSTR UCTiON COMPANY From: ~f"VL ~L-?-.. Pages~ -;;;z. Date: (:C: r For Your Information rd c~c:_ /~v ~~~ ,.vr:r-/ c!!!-~( c_ NOTICE: This electronic mail transmission may contain confidential information and is intended only for the person(s) named. Any use, copying or disclosure by any other person is strictly prohibited. If you have received this transmission in error, please notify the sender via e-mail. . RECEIVED SEP 2 3 zo os GARFIELD COUNTY BUILDING & PLANNING 2008/SEP/23/TUE 11:54 AM GE JOHNSON CONSTR CO FAX No. 7194735324 Dallas, Texas 75238 ·DELUGE& PREACTION VALVES 'TEST DESCRIPTION TESTS WELDING REMARKS SIGNATURES ' SPRINKLER SYSTEMS ..1~HRS. DRY PIPING PNEUMA'fiCAW.Y T.ESTEO • 0 YES P NO .EQUIPMENT O~.ERAl'le$ !JROPERLY 0 YES P NO I WITH THE Rt:QUIREr~R:NrS OF AT l-EAST AWS 010.9, LEVELAR·3 DO YOU CERTJFYlHAT TH~ WELDING WA.S PERFORMED BY WELDER$ Q!JAJ..!Fl.ED IN COMPUANCEWITH tHE ~EQUIRaJJENTS OF LAT LEAST AWSD10.9, ~iVIii-Mkl DO 't'OUR GE~llrY il-IATWELDING WAS CAARIEO OUT IN COMPI.IANCE WITH A DOCUMENTED OUAltrY CON.TR.OL PRDOEDURETO INSURE THAT ALt. DISC$ ARE RlrrRIE!V£!.0, Tt{Al O~~.NINGS IN PIPING ARE SMOOTH, THAT Sl.AG Af'lP OTHER ""'"""''" ,.R!;$,~,J.OUI: ARE RtMOVEO, AND THAT'fHE INTERNAl. DIAMmRS OF ADDITIONAL EXPI.ANATION AND NOTES Contractor's Material & Test Cettificate for Aboveground PIPing P. 002/007 MAXIMUM TlMC. TO OPruTE RELEASE Te$1 pre.Hure NUMB.ER REMOVED !llYOS 0 NO lmoS 0 NO / 2008/SEP/23/TUE 11:54 AM GE JOHNSON CONSTR CO FAX No. 7194735324 P. 003/007 ·CONTRACTOR'S MATERIAL & rEsT ~ERTIFICATE·~OR AsovEaRou~o PIPING PROCEDURE Upon completion of work, lnspaclJon a.nd tests shaH be made byfui contractor's representative and wilneS$ed by an owner's representative. All defects shaH be eorncte~ and system left in seMce before contraetor'p personnel fmal!)• leave the job. If, certif~te shall be filled out and signed by .bo1h representatives. ·Cop lea ~all be prepared for approving authorities, owners and contractor. It is underslood 1he owner's representative's signature t1 no way prejudices. any claim against contractor for faulty material, poor workmanship, orfa11ure to comply with rovil aulhori s reouiremenls or local ordinances. • PROPERTY NAM!i , DA7E The Orchard Lake Homestead@ Kesshir Can on 9/11/0B PI=IOPERTY ADORESS 0655 County Road 209 OeBeque Colorado 61630 ' ' ACCEPTED BV APPROVlNG AUTHORITY ('S) NAMES Western Colorado State Fire Marshal, 'Dean Smith, Deputy Director of Fire Safety Al:lri~J!SS PLANS 724 Monument VIew Drive, Grand Junction, Colorado 81505 INSTALLATION CONI""ORM$ TO ACCEPTED PLANS ll!YE$ D NO EQUIPMENT USED 1$ A!JPAOVEO ll!YES 0 NO IF N01 EXPI.AIN DG'/IA'riONS HAS P.ERSON IN CHARGE OF FIRE EQUIPM!iN'r Sl!I:N INST~UCTEO AS TO LOCATION 0VES D NO OPCONiROL VALVES AND CAREANDMAINTCNANCC OF THIS NEW EQUIPMENT IF NO, OXPLAIN INSTRUCTIONS HAVE COPIE.S OF A~Pil0PR1ATE INSTRUCTIONS AND CARE: AND MAINT.ENAN~ CHARTS 0YES D NO AND NFPA 25 BiiEN L.I:Fi ON P~EMISES \. ~ IF N01 EXPI.AIN "OCATION SUPPcloS ~COGS. OF SYSTEM 2•' & 3" Levels MAl« MODEl. YEAR OF ORIFICE SIZE QUANTITY TEMPERA.TUR.E RATING MANUFACTURE" Tyco . TY3596-White 2007 7/16" 64 160°F Tyco TY1189-Brass. 2007 W' 14 175°F SPRINKLERS Tyco TY3187-Brass 2007 'W' 16 200•F PIPE CONFORMS TO NFPA STANDARD " ll!YeS 0 NO PIPE AND FTTTINGS CONI'O~M TO NFPA STANDARD 13 ll!YES D NO FI1TINGS IF No, 5XPLAIN ALA.RM DEVIGE MAXIMUM TIME TO OJ:IIit:l.ATIS THROUGiH TI:ST PIPE ALARM VAlVE TYJ:IE. MAKE MODEC MIN. s~c. OR FLOW Flow Switch Potter VSR·F (_;:. .'"i'C':> INDICATOR DRYVAI.VIi Q,O.O MAKE MODEl. I S5AIALNO. MAKE MODEl SERIAL NO I TJMETOTRIP TRIP POINr TIME WATER THRUTESl WATER AIR AIR R~CHED ALARM OP5AAl'ED P!Pii• PRESSURE PRESSURE PRESSU!=IE TEST PROPoRCY • DRY PIPE OUTLET' OPERATING MIN. I SOC. PSI PSI PSI MIN. SEC. YES NO TEST WITHOUT 0.0.0 I WITH Q.O.D IF N01 EXPLAIN Repnnted With permtsSIOn from NFPA 13-1985, Standard for InstallatiOn of Sprinkler Systems, Copynght@ ~985, National Flra Protectlol'!, QuJncy, MA 02269. This preprinted materia! Is not the complete and official position of the NFPA on the.referenced subject, which is represented only by the standard in its entirety. C:\Excel Firo Admin Files\Ma~rials & Test Cert..doc American !"tre Spflnkler Association 11325 Pegasus,sufleJ:-.109 Form 104 2008/SEP/23/TUE 11:55 AM GE JOHNSON CONSTR CO FAX No. 7194735324 P. 004/007 coNTRACTOR'S MATERIAL & TEST CERTIFICATE FOR AsovEGROUND PIPING . PROCEDURE Upon oompletion of work, Inspection and taste shall be made by 1hs contractor's representative and witnessed by an owner's representative, AU detects shall be corrected and syslem lett in service before contractor's personnel finally l~ve th&)ob, A certiHcate shaU be fllla"d out and signed by both representatives. Copies shall be prepare~ for approving authorities, owners and contraGior. ·II is understood the owner's representative's signature in ro way prejudices any claim e.galnst contractor for faulty material, poor workmansh~,·or fallure 10 comply with a rovln authorl 's re ulrements or local ordhaocas. PROPERTY NAMo DAlE The Orchard l.ake Homestead Kessler Canyon 9111108 PROPERTY ADDRESS 0655 County Road zog P~Seque Colorado 81630 ' ' ACCEPTED BY APPROVING AUTHORITY (S) NAMRS Western Colorado State Fire Marshal, Dean Smith Deputy Director of Fire Safety ADDR.ESS PLANS 724 Monument View Drive, Grand Junction, Colorado 81505 INSTAI.I.ATION CONFORMS TO ACCEPTED PI.ANS O'IVES 0 NO EQUIPMENT US!:D'IS APP~OVe.O O'IVES 0 NO .IF No, !XPI.AIN OliVIA liONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN !NSTAUC'JS.O A$ tO 1-0eATION !l.!YES 0 NO OF CONWIOL VALVES AND CAREANO MAINTENANCE OF THIS NE.W EQUIPMENT IF NO, EXPlAIN INST~UCTIONS HAVACO Pia:$ 0~ A!JPI=IO?llJATE !NSTAUeTIONS AND CARE AND MAINTENANCE CtiAt\T$ l<l'/ES 0 NO AND NFPA 2i ~EEN L!FT ON PREMIS<S IF No, EXPLAIN LOCATION SUPPUES BlDGS. OF SYSTEM 1'1 & Basament Levels MAKE MODEL YEAR OF ORIFieE SIZE QUANTITY TE:MPERATURE RATING MANUFACTURE Tyco TY3531 -White .2007 Yz.". 141 155'F Tyco TY3531 -While 2007 W' 9 2oO•F SPRINKLERS Tyco TYS596-White 2007 7/16" 7 160'F Tyco TY3131-Brass 2007 W' 9 155•F Tyco TYS131-Brass 2007 Ya'l 4 200'F Tyco TY3331 -Brass 2007 W' 4 155•F PIPE CONFORf.IS TO NFPA STANDARD " ETIES 0 NO PIPE AND FITTINGS CONFORM TO NFPA STANDARD 13 elVES 0 NO FITTINQS IF NO, EXPU.IN AI.ARM DEVICE I MAXIMUM TIME TO OPERATE THROUGH 'r!!ST PIP~ ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW Flow Switch Potter VSR·F .C) 3c? INDICATOR DRYVAm Q.O,D MAKE MODI:!. St:RIA.LNO. MAKE MODEL S!RIAL NO TIMETO TRIP ' TRIP POINT TIME WATER WATER AIR REACHED A \.ARM OPERATED THRUTEST PRESSURI: PRESSU~E AIR TliST PfiDP5RL'V DRY PIPE PIPE" PRoS SURE OlJTL.ET'" OPERATING MIN. SEC. PSI PSI ·PSI MIN. SEC. YES NO TI'!ST WITHOUT 0.0.0 _L WITH o.O.D IF NO, EXPLAIN Repnnted With permission from NFPA 13-1985, Standard for Installation of Spnnkler Systems, Copyright© 1965, National Fire ·Protection, Quincy, MA 02269. This, preprinted material is not the complete and official position of the NFPA on the referenced subject, which is represented only by the standard in It$ entlrat)'. · C:\E:oice! Fife Admin R'tes\Mate!'lals & Test certcloc Amer1can Fire Sprtnlder Association 11325 Pegasus, $ulle g~109 Form 104 - 3 2008/SEP/23/TUE 11:55 AM GE JOHNSON CONSTR CO FAX No. 7194735324 DaUas, Texas 7523B D~LUGE&. PREACTION VALVES TEST DoSCRIPTION ·WElDING SPRINKLER SYSTEMS MAKE I ALL PIPING HVDROSTATIOALLYTESTEO AT · 2QQ ... ·PSI FOA · _J._HR~ ORYPIPINGPNEUMATIGALI.YTE6'rli0 OVI!S D NO EQUIPMENT OPERATES P.ROPE.FII . .'Y 0 YES 0 NO flO YOU ~CRTIFY THAT THE WELDING WAS PE.RFORMEP flY Wj;LDEFIS OUAUAED IN OOMPLIA,NCE WITH THE REQUIREMENTS OF J.AT LEA$1 AW$ D1o.s, l.:EVEl AR-S ADDITIOt.lALEXPLANATIDN AND NOTES Contractor's Material & Test Certificate for Aboveground Piping P. 005/007 MAXIMUM TIM ITO OPERATE m!A$1> diimilge. outlets such as hydrants in24 hours. Test pressure NUMBER. REMOVED &IE$ D ~0 lm!S tl NO 2008/SEP/23/TUE II :56 AM GE JOHNSON CONSTR CO FAX No. 7194735324 P. 006/007 CONTRACTOR'S MATERIAL & TEST c.ERTIFICATE FOR AsovEGROUND PIPING PROCEDURE Upon completion of wo_rk, inspection and teats shall be made by t11e contractots representative and witnessed by an-owner's representa1lw. All defects shall be corrected and system left In Servire before contractor's personnel finally !sa,ve the lob. · A certlflcale .sfla/1 be filled 8UI a_nd si_gn~d ~! .. ~~~epresentallve~. Copies shaU.be prepared for approving authorities, owners Md conJractor. It Is urxierstood the uvv_r• ' t~ s sJ~J,IO.lUI:: in no way prejudices any claim against comra.ctorfor faulty material, poor workmanship, or failure to comply i ' "'f;,;;al-, I 1 'Orchard Lake I@ 0655 '..'A"""'"~ Road 209, "-~· , Colorado 81630 AOOt'li'OI I DATE . !#11/Ull Dean Smith, l'"lcnnfu. Director of Fire ~-•-•· PLANS INSTRUCTIONS - View Drive, Grand EQUIPMENT USED IS APPROVI$.1:1 IF N01 EXPLAIN DEY\ATIONS )PLANS :;;~~~~~~ALVES AND J:~: :~o"~:,~~~~~~~E~,P ms •N:::ci~~~;~;loN lrNO, liXPI.AlN . ~~~~. I AND;,>~; I ~" I "'""" CAR<ANDI ;cHARTS IF NO, EXPLAIN I Pump House 81505 )ijYES 0 NO 0Y<S D NO MAKE MODEL YEAR_OF ORIFICE Sill'. ~UANTITY TEMPERATURE RATING Tyco • Brass TYS131 2007 w· 4 286'F SPRINKLERS . ' ' PIP I: AND FlmNGS CON~;~ TO ~~~: :~:~~::g· \; ~~ g~ FITTINGS IP NO, I'XPlAIN I . MAXIMUM' ITEST PIPE AJ.ARM VA~VE MAKE SEC. OR FLOW Flow SWitch Potter VSR·F INDICATOR ' """"""·· a_o_o . MAKE MODEL .I MODEl I I TIME TO TRIP WATER AIR TRIP POINT II~W~~H ALARM DPEAATF:tl THRUT.EST PRESSURE PRESSUF!e AIR PROPERLY DRY PIPE PIPE" PAE.SSURE OPER4TING SEC. I· PSI PSI MOl. s£C. YES T NO TEST WITHOUT 0.0.0 . ~~~ . Reprinted >'A_!hl •:rom t-JFPA 13~19.8~, Standatd fori II •ofSprinkl_er Protection,"'~~i~cY: _MA 0.226.9. This material is not the complete: and y»c•::~· uu!':'''"."' ~ 1985, Natlonall'ire position ottne f'JFPA nn the referenced subject, which Is represented only by-the standard In Its entirety. C:\Excel Fire Admin Flles\Malerieh; & Test Cert.doc American Fire Sprinkler AssoCiation 11325 Pegasus, Sujte E-109 Form 104 2008/SEP/23/TUE 11:56 AM GE JOHNSON CONSTR CO FAX No. 7194735324 P. 007/007 Dalte:s, Texas 7523S SPRINK~ER SYSTEMS - OPERATION p PNEUMATIC t:mliClRIC OHYORAUUO PIPING SUPERV)SI!O 1. omcriNG MEDIA SUPERVISoD DELUGE& DOESVALVEOPE~ATE FROM THE MANUAL TRIP AND/OR REMOTE CQNTROI.BTATJONS 16 THERE AN AOOESSIBl.E FACILITY IN EACH CIRCUli !'OR IF NO, E>IPLAIN PREACTION TESTING VALVES . ODES EACH CIRCUIT DOES EACH CiRCUIT MAXIMUM TIMHO OPERATE OPEflATEVAl.VE MAKE MODEL SUPERVISION RELEASEi OPERATERmASE YES NO m NO MIN, SiC. I I I HYDROSTATIC~ Hydroslstic test9 shall be rn&de at nol/m: tltan200 plil (13.6 b<m>) tor two hours or 60 p~ (3.4 bars) above static pressure In excess of 150 psi (10.2 bars) far two houra OiHerential dry•pips valve clap pars shall M ldt.open durlnetest to prtvtnt damage, AU aboveground piping leal{age ahs.Q be slopped. TEST FlUSHING~ Flow the required rate until water is clear as indicated by no collection Of foreign material In burlap bllgS at Ou!lets suth as hydrants DESCRIPTION and bfow-offs_ Flush at flows notles!l that 400 GPM (1544 Umin) fo~ 4-lnch pipa1 600 GPM !2271 Umln) for 5·lnch pipe, 7SD GPNI (28S9 Urnln) for 6-lncl\ pipe, 1000 GPM {9785 Urn in) lor S.inch pipa1 150ii GPM (5678 Umln) for.10.Imeh plpe~nd .:moo GPM (7570 . Umin) for 12-lnctl pip&. WtJWJ supply csnnol produce. stipulated flow rstes1 obtain tnaklmum avallabr~ PNI:UMATJC: Est8blt$h 40 psi (2.7 bs.r&} a,ir pr1!!9sure and measure drop vlhich shall not aiCil:i!ld 1 .. % psi {0.1 bars)J.:t hotlrtl. Te~t pressure ta!lk!ll'l\ normal weter level Z~nd elr pressure snd measure air pressure drop which shall notexcSS{I 1 ~ 'h tis I (0,1 bate In 24 hours.. ALl. PIPING HYDROSTATICAI..I. Y TESTED AT ___.fQQ__JSJ POR IF NO, STATE Rl:iASOM _2_HRS. ORY PIPING PNIUMATICAL1.YTE$TEO DYES 0 NO EQUIPMI\NTOPERATIS PRO~!RLY DYES 0 NO TESTS READING OF GAGE l-DtAJEO NEAR WATER SUPPLY RESIDUAL PRESSURE WlrHVAlV.I: IN lEST !JI!JE OPEN WIDE DRAJN TEST PIPE= TEST STAnO P~ESSU!1E.: PSI p~ Underground mains end lsad in ctmnee"ons to &yS~tn rlsm flus ed before connection mad!! to s r\n ler 1 In . VERIFIED BY COPY OF THE U FORM NO. 856 D.YE$ 0~0 OTHER EXPLAIN . FLUSH~ BY JNSTAI.L.ER OF UNDffi GI=IOUNP SPRINKLER PIPING DYE$ D NO . BLANK Yi'SnNG NUM~<R usED o. I LocATIONS ~ NUMBER REMOVED GASKETS WELDED PIPING li"'YES 0 NO IP'VES ... DO YOU CERTIFY AS THESPRJNKI.ER CONTRACTOR THAT WElbiNG I'AOCibURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, l.lVEL Alt·3 IDES D NO WELDING DO VOU CERTIFY THAT THE WELDING WAS PliRFORMI!:D laYW!!Ltlli~$ QUAUFIPD IN COMPWANCE WITH 1HE.REQUJREMENTS OF LAT !.EAST AWS 010.9, L'EVEI. AFI·S IDES DNO D9 YOUR CERTIFY THAT WELDING WAS CARRIED OUi IN COMPLIANC&. WllH A DOCUMENTED QUALITY CONTROL PROCEDURE. TO INSUJ=II: THAT ALL IJISC$ AR~ RETRIEVED~ THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OiHeFI WEI.DING RESIDUE ARE REMOVED1 AND THATJHE INiE!mAL DIAMETI:!=IS OP PIPING ARE NOT PENETRATED IDES D NO HYORAULIC DATA NAM~PLATEPROVIDiO _I_ IF NO, EliNAIN NAMEPLATE t;>IYES D NO DATE LEFT IN SI:AVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME. OF SPRINKLER CONTRACTOR Excel Fire Protection Inc. rESTS WITNES"O BY FO;ra;:NED) PR!NT NAME &TITLE ~ATE SIGNATURES t;:lo'1 r /( !Je.ro/,_.:;:;:;, 2-<).a rr' rOR SPRI~KLER CONTRACTOR (SIGNED) TITLE DATE Don Almond Project Manager 9/11106 APPil10NAL I:XPLANA.1'JON AND OOTE:$ Contractor's Material & Test CertlfiQ9te for Abovegrounq Piping THUNDER MOUNTAIN TESTING ••• 2973 F. Road + Grand Junction, CO 81504 (970) 256-9965 I Cell (970) 210-7008/ I' AX (970) 314-7067 Sun King Integrated Construction Services P.O. Box 3299 Grand Junction, CO 81502 ATTN: Mr. Shawn Becker RE: The Homestead at Kessler Canyon 0655 CR209 DeBeque,CO Dear Mr. Becker, February 26, 2008 Permit Ill 0566 As requested, structural steel special inspection was conducted per the I BC 2006 Edition -Chapter 17: Structural Tests and Special Inspection and Garfield County requirements. I arrived on site at 4:30PM. I met with you to review project requirements and specifications. The project steel fabricator and erector is Rocky Mountain Steel, Inc. in Olathe, Colorado. Rocky Mountain Steel is an AISC Approved Fabricator; therefore, no shop inspection on fabricated material is required per Section 1704.2 on the IBC. Welding procedure specifications and welder qualification test reports were reviewed and all were observed to be in compliance with project specifications. Copies of certifications are on file at Rocky Mountain Steel. Visual inspection was conducted at the Level One Floor Framing Plan on the~" ASTM A325 High Strength beam to beam and beam to column bolted connections. All bearing type connections that appear to exist on this project require bolt tensioning to a "snug tight" condition as referenced in the AISC 91h Edition: Manual of Steel Construction. As a minimum, 10% of all connections, but not less than 2 bolts per connection were inspected for proper bolt tension requirements. Inspection was conducted at grid line A-N & I ~ 16. Bolts inspected were observed to be acceptable with project bolt tension requirements. Visual welding inspection was conducted at the Level One Floor Framing Plan on the ledger angle to concrete embed fillet welded connections as required on Sheet SIO: Detail34 on approvedjobsite drawings provided by The Langford Corporation in Grand Junction, CO: Project No. 0268-07507 (Rev. 4) dated 11/6/07. Inspection was conducted at grid line F-H & 9-11.3. Fillet welds were observed to be as detailed and in compliance with project specifications. Continued inspection shall be conducted on 3/4/08. Thunder Mountain Testing il RE: Column/Beam Inspection Page I of I From: shawn@sun-king.com To: KXKid39@aol.com Subject: RE: Column/Beam Inspection Date: Thu, 28 Feb 2008 7:56am Scott 1 spoke with Dale Thome regarding the welds at the locations mentioned late yesterday. He said that they went with 4 bolts verses 2 bolts and his reply below says that no welds are needed. I will have the other work completed reganding the columns by Friday/Monday, we will see you Tuesday. Thank You Shawn Becker Project Manager Sun King Management Corporation "Dale Thome" <dvlt@soudermifler.corn> 02/27/2008 02:52 PM No welds needed. Dale W. Thome, Colorado PE 33929 The Langford Co. -A Division of Souder. Miller & Assoc. 529 25 1/2 Road Suite 8210 Grand Junction. co 81 oOo 970.243.6067 (F) 970.241.2845 (C) 970.261.1517 dwtic/isouderm i lier.com To· <sl1awn@sun-king.com> cc: Subject RE: Column/Beam Inspection From: shawn@sun-king.com (mailto:shawn@sun-king.com] Sent: Wednesday, February 27, 2008 1:11 PM To: dwt@soudermiller.com; kirbyc@kaycee.net Subject: Column/Beam Inspection Dale what have you decided regarding the welds that are showing on the drawings, 1 need to advise the inspector. Please reply Thank You Shawn Becker Project Manager Sun King Management Corporation http://webmail.aol.com/34865/aim/en-us/Mail/PrintMessage.aspx 3/4/2008 THUNDER MOUNTAIN TESTING ••• 2973 F. Road +Grand Junction, CO 81504 (970) 256-9965/ Cell (970) 210-7008/ FAX (970) 314-7067 Sun King Integrated Construction Services P.O. Box 3299 Grand Junction, CO 81502 ATTN: Mr. Shawn Becker RE: The Homestead at Kessler Canyon 0655 CR 209 De Beque, CO Dear Mr. Becker, March 4, 2008 Penn it #I 0566 As requested, structural steel special inspection was conducted per the IBC 2006 Edition -Chapter 17: Structural Tests and Special Inspection and Garfield County requirements. I arrived on site at 9:15AM. 1 met with you to review areas ready for inspection. While on site I received and reviewed a copy of an E- Mail response from the project structural engineer, Mr. Dale W. Thome with The Langford Company deleting the fillet welds at the beam to column interface on Detail 24: Sheet S9 on approved jobsite drawings. Please refer to the attached report for documentation. Visual inspection was conducted at the Level Two Floor Framing Plan on the '1." ASTM A325 High Strength beam to beam and beam to column bolted connections. All bearing type connections that appear to exist on this project require bolt tensioning to a "snug tight" condition as referenced in the AISC 9'h Edition: Manual of Steel Construction. As a minimum, 10% of all connections, but not less than 2 bolts per connection were inspected for proper bolt tension requirements. Inspection was conducted at grid line A -N & 2 -16. Bolts inspected were observed to be acceptable with project bolt tension requirements. Continued inspection shall be conducted at a later date. e !fully Submit~, 1 ;;; colt L. axwell ~ ICC Certified-#0863569-85 Thunder Mountain Testing • Jul. 16 2008 9:14AM T~e Langford Corporal ion No. 4064 P 1/1 J\.Sl\IA A division of Souder, Mille( & A~ocia!e$ = ~ IWI'W.sou!l8fmlller.oom July 16,2008 Garfield County Building iUid Plii!Uiirtg Department 108 s"' Street Suite 401 Glenwood Springs, CO 81601 The Langford Corporation ·~ Civil Engineering & Gnd S11rveying . LCT 5Z9 ZSl/1 RoRd, S<e llZIO • Gmnd junction, CO 81505 (970)243-6067 (800)748-2067 fux (970)241-2845 Subject Property: Kessler Canyon L<ldge, Garfield County, Colorado RE: Framing and TriiSS Modifications n~ntlft1l'lfl1l Please accept this letter as certification of consrruction for the nfor6Dlentloned structure. The framing and roofn11ss modifications have heen constructed according to the plans and specifications prepared by this office. If any questions or concems arise regarding this strMture, please do not hesitate to contact our office at 970-243•6067. R.espectfu~ ~ . .._ XC: File SHAPE Date 8/9/07 To: Andy Schwaller, Jeff Kehr From: John Galloway Ref: Colorado Nature Ranch -Kessler Lodge Permit Revision #Pages: 1 Attached drawings Andy and Jeff- We are resubmitting the basement structural design for the referenced project due to changes necessitated by the project Geotechnical report. The only structural changes are to the basement/foundation; there are no structural changes to the rest of the building. Please find revised basement structural drawings and revised architectural sheet A2.0. In addition we are submitting a drawing for the Fire Pump House, which is part of the fire suppression sprinkler system for the project. This Fire Pump House was included in the approved Lodge site plan. Thanks for your review of this permit revision submission. €5P~ to:36G ~~-~ ~'0-'i$-lkO=t- BOX89 M O LINA CO 81646 T Be F. 970.487.3366 C. 970.261.4105 GALLOWQAY@FRONTIER.NET WWW.SHAPEDESIGNS .COM 1 0 ~6, j:So}? S ?'-o..wr SHAPE o r -:To~n( f\fc0 Date 9/24/07 To: From : John Galloway Ref: Colorado Nat #Pages: 1 Attached drawings Andy and Jeff- We are submitting the attached revised basement floor plan for the referenced project for your review . This revis ion is due to changes requested by the owner. There are no structural changes involved with this revision . There are no changes to any other portion of the building. Please see revised architectural sheets AO .O and A2 .0. Attached to this transmittal is my occupancy classification diagram . Thanks for your review of this permit revision submission . R ~~iri' ''W,]) SEP 2 7 2007 G y BUtLLJ" • ..; & t·u,~~~~~NG BOX 89 M OUNA CO 81646 T & F. 970.487.3366 C. 970.261.41 05 GAU..OWQAY@FRONTIER.NET WWW .SHAPEDESIGNS.COM 1 ~~'~)- "' ~ GAME ROOM [Q}] ~2 / ~ COPPI fOU ~ ~ I ~)--- ~ g.., 4}-= ' . '·. ·' .. I·,_-. . . ·· ... . . . · .. ' ·. I : :_. · .. · . . _.,_,,.,' : : : ) '· ..... , .... . , : · ...... ' '. . .• ·. ·_: ,·_:·' :>: :'· -zlls2 otoraa . mech 1006 lbrk rrr RR. lauo 1924 ~·,us 11278 ~rawl.-pace ~ notaln ISF ~ 2 BASEMENT .j SCALE: 1 /8""' 1 '-Q" ~ Jeff Kehr From: Sent: To: Cc: Subject: John Galloway [galloway@frontier.net] Monday, April 28, 2008 8:09AM Jeff Kehr Mark Kessler; Marina Trejo; Steve Sabula; Larry Cooley; Glenn Elkes; Steven Eikanger Kessler Lodge Elevator Jeff -thanks for returning my call. As we discussed, we have decided to install the LULA elevator in this project so that it complies with the requirements of the relevant codes. The elevator serves the basement, Ll and 12, and has a total travel distance less that 25 I 0 11 , John Galloway SHAPE Box 89, 10491 54.7 Road Molina, CO 81646 t -970.487.3366 f-970.487.3364 c -970.261.4105 galloway@frontier.net shapedesigns.com 1 MAY/01/2008/THU 07:56AM NWCCOG FAX No. 9704681208 P. 001/001 ·1 , ·r-~ ! .. '. J- Northwest Colorado Council of Governments ELEVATOR.PE~MIT APPLICATION Pennlt# rn-ru Total Fee 1!3~. qo &.,.., , NOJlCf , I herebY c'erttfy that I have read and examined iihi.s appriCatlon and know the ~ame to be true ar.d correct All provisions of laws and ordinances govemlng this type of work Will be complied. with whe!her spedfted hereJn.or not. The granting of a P?rmlt does not presume to give authortcytoviolate or cancel the provisions of any other state or lo'cal law regulating oonstruction or the pe~anoe · . NEW INSTALLATION FEES Passenger or freight elewatc>r, lu\la, escalat<W, moving walk: Up to and including $50,000 of yaluatlon ~ $375.00 OVer $50.000 QfvaluatiQD ~ $350.00 plus $7.00 for eam $1,000.00 or lhlction thereof over $50,000.00 ·. Lift, Dumbwaiter or private residence elevator: Up to and Including $20,000 of valuation E $275.00 OVer $20,000 of valuation = $250,00 plus $4.00 for each $1,000.00 or lhlction thereof-over $20,000.00 ·MAJOR ALTERATION FJ:ES> Fees for major alterations st,.u be as seHolth in-Table 3-A of the Uniform Administrative COde orTabiei-A .. . 5 . VALUATION . · .51:0 ?--0· <{D TOTAL FEE JJ $0~ "r.J)' · :;.o, "3>0 · so/# d 1<;~ j! . -M\" _3&;:, -1 v ..; . '· Elevator plan review and field inspections wlll be conductEd by the Northwest Colorado Couno1 ill be forwarded to NWCCOG for review and approval. S~hedule inspections by contacting the NWCCOP.!iJ.evator Ins ector at 970-468-0295 ext i08. . . . . •. . ' At'K 2 I 20 NWCCOG Mar 19 08 12:27p T H E K E S S L E R E N T E R P R I S E, I N C. March 14, 2008 Gariield County Building Dep~rtmcnt I OS 8th Street Suite 401 Glcnwoc>d Springs CO 81601 Attn: Mr. Andrew Schwaller Rc: Orchard Lake Lodge Construction Mt·. Schwaller: Orchard Lake Lodge, LLC, as owner of that certain property located at Kessler Canyon, 0655 County Road 209, DoBeque, Colorado, hereby notifies the Garfield County Building Department that it is replacing its current general contrnctor, Sun King Construction. with a new general contractor, GE Johnson. Please remove Sttn King Construction from all pen11its i~sued for the property and add GE Johnson to such pcm1i1.s. The follt)wing pcm:its will be changed from Sun King Construction to GE Johnson: 1. Lodge-Permit tt l 0566, dated l 0-25-07 2. Lake Pavilion-Pc1mit # 10413, dated 3-21-07 3. Septic -Permit II 4343 Thank you for your atlcntion to lhis matter. Sin~i4;j;/ /!;;V~~------ /i/ft;; (0 !JJY Mark W. Kessler Vice President of Special Projects 1>+1)')4;_\ p. 1 ·1901 ViuL'kmd Road-~ Suite 650-:-Orlando. Florida 32811 ·~-Phone: 407~096-9999 ·:·Fax: 407~996-9.()(JR W\vvv.kcsslercolh)ction.coJn : STATE OF COLORADO Bill Ritter, Jr., Governor James B. Martin, Executive Director Dedicated to protecting and Improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Denver, Colorado 80246·1530 Phone (303) 692·2000 Laboratory Services Division 8100 Lowry Blvd. Denver, Colorado 80230-6928 (303) 692-3090 TOO Line (303) 691-7700 Located In Glendale, Colorado http://www.cdphe.state.co.us September 4, 2008 The Orchard Lake Homestead at Kessler Canyon A TIN: Steve Sabula 441 0 County Road 209 I Brush Creek Road Debeque, CO 81630 SUBJECT: Proposed Retail Food Establishment-The Orchard Lake Homestead at Kessler Canyon, Debeque, Colorado -Garfield County Dear Mr. Sabula: The plans and specifications regarding the above referenced retail food establishment have been reviewed under the provisions of the Colorado Retail Food Establishment Rules and Regulations. The items listed below s hall beco me an integral part of the pl ans as submitted. Changes or revisions to plans and/or s pecifications shall be submitted for approval. SECTION 3-201 3 -206 COMMENTS The use of food from hermetically sealed containers that was not prepared in an approved food processing establishment is prohibited. Hermetically sealed packages shall be handled so as to maintain product and container integrity. Food items that are spoiled or that are in damaged containers that may affect the product and those food items that have b ee n returned to, or are being detained by, the retail food establishment because of spo ilage, container damage, or other public health considerations shall be seg regated and held in des ignated areas pending proper disposition unless disposed of under the su pervis ion of the regulato ry authority. It is unclear if the facility has a dented can policy. Please provide additional information. Game animals and exotic species may be received for sale or service provided they are slaughtered and processe d according to the laws governing meat and poultry as determined by the agency that ha s animal health jurisdiction and the agency that conducts the inspection program. The menu submitted indicates several types of game meat to be served, please provide additional inf01mation as to the source and location of process ing. The Orchard Lake Homestead at Kessler Canyon September 17, 2008 Page 2 3-301 3-305(8) 3-40 I (B) 3-503 Bare Hand Contact-Food shall be prepared with minimal manual contact. This can be achieved by the use of suitable utensils, such as deli tissue , spatulas, tongs, or single-use gloves. It is unclear if the facility ha s a no bare hand contact plan in place for re ady-to-eat foods to control pathogenic microorganisms that are tran smissible by food. Please provide additional information. An indirectly drained food prep aration sink with an approved eighteen inch ( 18") 46 em) se lf-draining drain board or alternate approved method s shall be provided to prevent cross-contamination of clean raw fruit s and vegetables. The submitted information lacks cut sheets for the 2-compa11ment sink. Please provide additional information. It is unclear what equipment will be utilized to hold hot foods hot in your breakfast area. Your menu indicates that breakfast foods (sausages, waffies, French toa st, huevo s ranchero s, pancakes, etc.) will be offered in a buffet/fa mily style, however, hot holding equipment is not indicated on the plans. Equipment for hot holding shall be sufficient in number, capacity, and design to provide required food temperatures . Please provide additional clarification and information including equipment specification sheets. Information submitted in the cut sheets and in the plan advisal packet 'refrigeration/freezer capacities' worksheet indicate that two refriger ation units will be provided for cold holding food. However, it is unclear where they will be located as th e submitted plans only indicate one refrigeration unit. Also , your plans indicate a 3-door refrigeration unit, but the provided cut sheets indicate model number T-49 and T-49F, both of which are 2 door units . Please provide additional information and clarification. The menu indicates that cold cereals will be offered buffet/family style, but it does not indicate where or how the milk product(s) will be stored for us e with the cereal. Please provide additional information. The menu indicates th at individual, assorted yoglll1s will be made available buffet/family style. The submitted plans do not indicate how these products will be displayed and held at 41° F or below. Proper cooling shall be accomplished as required in section 3-502, by using one or more of th e followin g method s ba sed on the type of food being cooled: use of shallow pans , separated into smaller/thinner portions , rapid cooling equipment, stirring the food in the container which has been placed in an ice bath , adding ice as an ingredient, or using containers that facilitate heat transfer. Your HACCP plan li sts several methods for properly cooling foods and it is unclear which method(s) you will be using. Specifically your HAC CP plan list s a rapid chill method in a blast chiller. A bla st chiller could not be lo ca ted on the submitted plans. Please provide additional information. C \D ocumen ts and Settmgs\Massey\Loca l Sett 111gsl I ernpora ry Internet f iles\Ol l<5f"ITI1e0rcharcllakellomestead P R 090408_1 D cloc 3-505 4-101 4-212(A) 4-301 4-302(B)(l) 4-40l(A) A retail food establishment that packages food using a modified atmosphere packaging method shall have a HACCP plan that contains the information specified under Appendix H and that: I. Identifies the food to be packaged; 2. Limits the food packaged to a food that does not support the growth of Clostridium botulinum because it: a) Has an a of 0.91 or less, w b) Has a pH of 4.6 or less, c) Is a meat product cured at a processing plant regulated by the U.S. Department of Agriculture using a combination of nitrites, nitrates, and salt that at the time of processing consists of 120 mg/L or higher. Specifically your HACCP plan indicates a blast chiller method involving cryovaced, heat sealed packages. The above listed information has not been submitted and a cyrovac machine could not be located on the submitted plans. Please provide additional information. All equipment shall be of commercial design, that is certified or classified for sanitation by an American National Standards Institute (ANSI) accredited certification program or a design approved by the Department. Cut sheets were not provided and it is unclear if the following equipment is NSF approved: toaster, undercounter dishmachine located near 3-copmartemnt sink, cooler in the basement area, cold cereal dispensers, washing machines. Please provide additional information. The submitted equipment installation list was not completed, and it is unclear which pieces of kitchen equipment will be on wheels or casters, rendering it impossible to determine whether the hood will extend 6 inches over grease and/or steam and heat producing equipment and if the bottom lip of the hood is 4 feet or less from the surface of the equipment. Please provide additional information. The submitted plans did not include details as to how you will store clean equipment, dishes, utensils, linens, etc .. The plans also did not clarifY what item #25, labeled millwork, is or what it will be used for. Please provide additional information. Floor-mounted equipment must be easily moveable, elevated on sanitary legs or sealed to the floor to facilitate maintenance and cleaning. It is recommended that all kitchen equipment be placed on casters and be provided with utility quick disconnects. If equipment is not placed on casters, appropriate spacing between equipment will be required. The submitted equipment installation list was not completed, and wheels or casters are optional on the submitted cut sheets, rendering it impossible to determine if the spacing on the kitchen cookline is adequate. The information provided will also impact code section 4-212(A) referenced above. Please provide clarification and additional information. Please be advised a food product thermometer must be provided. Food product thermometers shall be capable of reading both hot and cold temperatures, and shall have a numerical scale (0°-220°F), printed record, or digital readout in increments no greater then 2°F. Food product thermometers shall be used to detennine required food temperature(s) and shall be accurate to ±2°F. Please provide clarification on what type of thermometer you will be using to monitor your submitted HACCP plan. C:\Documents and Settings\Massey\Local Settings\Temporary Internet Files\OLKSEI TheOrchardLakeHomestead _PR _ 090408 _ LD.doc The Orchard Lake Homestead at Kessler Canyon September 17 , 2008 Page 4 4-403(A)(6) 5-107 5-202 5-204 5-206(A) 5-208 5-201(A) Thirty-six inch drain boards shall be installed on both sides of the three- compartment warewashing sink, to accommodate soiled and clean items that may accumulate during hours of operation. The submitted plans do not include cut sheets on the 3-compartment warewashing sink. Please provide additional information. Hot water generation and distribution systems shall be sufficient to meet peak hot water demands throughout the retail food establishment. The submitted hot water calculation (appendix D) does not correspond to the submitted cut sheets and plans. The following discrepancies will need to be clarified: The plans indicate two (2) dishmachines, but appendix D lists only one (I); The plans show what appears to be an unlabeled mop/utility sink, but appendix D does not list any water usage for a mop/utility sink; The backflow prevention worksheet included in the plan review packet, and filled out by you, indicated that hose bibs will have external backflow protection, yet no hose bibs are included on appendix D; Appendix D includes water usage for a utensil soak sink, the plans do not include the location of this sink; Appendix D indicates there are three (3) cloths washers with a water usage of 14.8 gallons per hour, the submitted information does not include cut sheets on this equipment to confirm the gallon per hour water usage. Due to these errors or omissions the peak hot water demand can not be accurately calculated at this time. Please provide clarification and additional information. The plans do not indicate the installation of a backflow prevention device on the following equipment: soda machine, ice machine, and coffee urns. Please provide additional information. If required by the local building, water or sanitation authority, when possible, a grease trap or grease interceptor should be located outside the establishment. When installed inside the establishment, a grease trap or grease interceptor shall be located away from the food preparation area and be easily accessible for cleaning. Please provide additional information. Warewashing machines, refrigerators, warewashing sinks, food/vegetable preparation sinks, steam kettles, potato peelers, ice bins and ice machines and similar types of equipment in which food , portable equipment or utensils are placed shall be indirectly connected to the waste line and shall drain into an approved receptor of such size, shape, and capacity to prevent splashing or flooding. Please provide additional infonnation. Handsinks shall be conveniently located to employees involved in food and utensil handling. Handsinks shall be unobstructed and accessible to employees at all times and used only for handwashing. A handsink is needed to accommodate the cookline, food preparation and warewashing/ice dispensing areas. Handsinks shall be equipped with hot and cold running water, soap and papaertowels. Please provide additional information. In new or extensively remodeled retail food establishments, at least one conveniently located utility sink or curbed cleaning facility with a floor drain and C:\Documents and Settings\Massey\Local Settings\ I emporary Internet Frle s\OLK5E\The0rcharcll.akeHomestead PR_090408_LD doc 5-302(C) 6-104 7-103 hot and cold water shall be provided and used for the cleaning of mops or similar wet floor cleaning tools and for the disposal of mop water or similar liquid wastes. The submitted Johnson plans appear to show a mop sink next to the ice machine in the dishwashing are, however, this fixture is not labeled. Please provide clarification. Garbage and refuse containers, dumpsters, and compactor systems located outside, shall be stored on a smooth surface of nonabsorbent material, such as concrete or machine-laid asphalt. It is not clear on the floor plan where the location of the outdoor garbage dumpster will be and the type of surface it will be stored on. Please provide additional information. It is unclear whether a coved juncture between the floor and wall is provided in food preparation, food storage, warewashing areas, walk-in refrigerators, utility sink areas, and toilet rooms. Please provide additional information. Poisonous or toxic materials shall be stored so they do not contaminate food, equipment, utensils, linens, or single-service and single-use articles. Chemical storage was not indicated on the submitted plans. Please provide additional information. Note: The location and intended use of the 3-compartment sink is a cross- contamination concern. It is unclear if this sink will be used for food prep activities as well as a back-up to the dishmachine. Please provide clarification. Note: The backflow worksheet included in the submitted information indicated a soda machine would have external, building protection, however the plans do not indicate where the soda machine will be located. The HACCP plan control worksheets refer to bar service and a wine cooler is indicated in the kitchen, yet no plans for a bar were provided. If this facility will have a bar you are required to submit plans to this department for review. Note: It is unclear who will be using the grill located on the back porch and what will be prepared and cooked on it. Please provide additional information as a handsink my be required. Please be advised that your written response to each of these items is essential. All construction and installation of equipment is subject to final inspection and approval. To facilitate the review and approval of these plans and specifications, please mail or fax your response to the items listed above to LeAnn Duin at your earliest convenience. The Consumer Protection Division fax number is 303-753-6809. LeAnn Duin can be reached directly at 303-692-3422 if you have any questions or concerns. Sincerely, LeAnn Duin Environmental Protection Specialist C:\Documents and Settings\Massey\Local Settings\ Temporary Internet Files\OLK5E\ TheOrchardLakeHomestead _PR _ 090408 _ LD.doc The Orchard Lake Homestead at Kessler Canyon September 17, 2008 Page 6 Consumer Protection Division cc : LeAnn Duin Fi le C \Documents and Settmgs\Massey\Local Setlings\l em porary Inter net f rles\O LK5Fil heOrch ardlakeHomestead PR 090408 I 0 doc Joseph Coleman Dan E. Wilson Whitman Robinson September 18, 2008 Mr. Richard Kessler COLEMAN WILLIAMS & WILSON ATTORNEYS AT LAW 2454 Patterson Road, Suite 210 Grand Junction, CO 85105 Orchard Lake Homestead at Kessler Canyon 441 0 County Road 209 DeBeque, CO 81630 G.E. Johnson Construction Company Attn: President 2 5 North Cascade A venue, Suite 400 Colorado Springs, CO 80903 Dear Mr. Kessler and President of G.E. Johnson: Telephone (970)242-3311 Facsimile (970)242-1893 I write on behalf of Lunsford Mechanical Contractors, Inc., having spoken with J.D. Lunsford, its President. Lunsford is based in Grand Junction, CO and has been working on Kessler's lodge near DeBeque. I am informed that the owner of the project, Kessler, has apparently instructed G.E. Johnson Construction Company, Inc. and its personnel, acting as general contractors, to in tum direct Lunsford's personnel to violate the law. Of course, if true, such an order would be illegal, dangerous and must be dealt with. If you know of any alternative explanation for what I understand has occurred, please let me know. The specifics, as I understand it, are that Lunsford has been engaged by Johnson to install the propane piping supply to various fireplaces in the Kessler lodge. Jim Hicks has been the Lunsford employee who received the communications. As I understand it, Steve Sobola is the Johnson representative who has relayed the directions from Kessler to Lunsford personnel. Via Johnson, Kessler has directed Lunsford that the propane supply to one or more fireplaces would be left "capped" without installation of a thermocouple or other "cut-off' device. The thermocouple or equivalent is required so that the supply of propane would automatically shut off in the event that the propane supply to the fireplace is not burning. Kessler, through Johnson's representative, has instructed that Lunsford "leave to others" to install these safety devices later. However, it has also been made clear that Kessler may intend, in order to save money, never see that the safety devices are installed. See, section 602.2, 2006 International Fuel Gas Code. What would be a serious violation if natural gas was the fuel source is exacerbated because the fireplace fuel source is propane and is heavier than air. If the safety device is not installed, at some point someone will forget to light the fuel, or fail to relight it. Because it is propane, the gas will not rise and float away. Instead the propane will pool in the room and with any ignition source will blow up destroying property and perhaps killing people. Thus, one purpose of this letter is to inform the principles of your organizations of this egregious directive, and to inform you that Lunsford, having been directed to violate the law and create a dangerous condition, will not do so. Another item is of great concern as well: The outside stairs have been completed, with the heating loops installed. Later, for reasons not perfectly clear to Lunsford, the owner or general contractor directed that the stair width had to be increased. But, such an increase will overload the already installed heating loops. Johnsons' directions to Lunsford are to do so anyway, knowing that these heating elements cannot adequately melt the snow and ice to make the stairs safe. Said another way, any extensions to the already completed heat loops means they will not perform as designed, creating a dangerous condition. It is only a question of time until people will slip and fall because there will not be enough heat to adequately melt the snow and ice. The only solution to fix the "too early pour of the concrete" is to tear the offending stairs out, and build them correctly. The project engineer, Big Hom Engineering in Grand Junction, confirms that this ordered change will exceed the design specification of the heating systems and create a dangerous condition. Lunsford will not participate in allowing this dangerous condition to exist. Finally, having notified each of you of these dangerous conditions, I write to ask for your assistance taking the appropriate corrective actions. Please advise. Very truly yours, Coleman, Williams & Wilson \'-; _ _....._ / : ';: 1 _· '\ hJ 'Dim 4:;:Wi!s~~y) dan(W,cwwlaw.com DEW/jh C: J.D. Lunsford, President Building Department 09/18/2008 THU 10:42 FAX 970 242 7634 LUNSFORD MECHANICAL ~ 003/003 ~,_: I CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL 601.1 Scope. 'fhis chapter ,hall govern the approval. design, installation, constmction, maintenance, alteration nnd repnlr of the appliances and equipment xpccifica!ly identified herein. SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES 602.1 General. Decorative appliances fr,>r insta]]atjon in approved :mlid fuel-burning fireplaces shall be tested in accor- dance wilh ANSI Z2l.60 and shaH be installed in accordance with the manufacturer'.c; ln.stallatlon lnsrructions. Manually lighted narural gas decorative appliances shall be rested in accordance with ANSl Z2L84. -f 602.2 Flame safeguard device. Decorative applirutc;s for installation in approved solid fuel-burning fireplaces, with dte exception of those rested in accordance with ANSI Z21.84, shall utilize a direct ignition device, an ignitor or a pilot flame to ignite the fuel at the main burner, and shall be equipped with a flame safeguard device. 1'he flame ~afeguard device shall automatically shut off the fuel supply ll> a main burner or group ' of burners when the means of ignition of such burners becomes inoperative. · :·· 602.3 Prohibited lnstnllations .. Decoralivc appliance . .:: for installatiOn in fireplaces shall not be installed where prohibited by Section 303.3. SECTION 603 (IFGC) LOG LIGHTERS 603.1 Gencrnl. Log lighters xhall be tested in nccordance with CSA 8 and installed in accordance with !he manufacturer's installation jnstructions. SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) 604.1 General. Ve"nted gas ilreplaccs sh;.-Ul be tested in accor- dance with ANS!7.:21.50, shall be installed in accordance with the manufacturer'::; installatfon instructions. ami shal1 be designed and equipped"'' specified in Section 602.2. 604.2 Access. Panels, grilles mtd access doors that are required to be removed for normal servicing ol?erations shall not be attached to the building. 2006 INTERNATIONAL FUEL GAS CODE" SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS 605.1 General. Vented gas fireplace heaters shall be installed in accon.J:mce with the manufacturer's jn!)taltation lnstroctions, shall be tested in accordance with ANSI Z21.88 and shall be designed uml equipped as specified in Section 602.2. SECTION 606 (IFGC) INCINERATORS AND CREMATORIES 606.1 General. Inciliermors nnd cremmol'ies shall be installed 'in accordance with tl1e manufactw:er's installation insuuctions. SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS 607.1 Incinerators, commercial-Industrial. Commer- cial-indust.dal-type incinerators shall be constt1lcted and in<talled in accor.dnnce with NFPA 82. SECTION 608 (IFGC) VENTED WALL FURNACES 608.1 Gt!neral. Vented wall fumaces shall be tested in accor- ditnce with ANSI Z21.86/CSJ\ 2.32 and shall be installed in 1 accordance with the manufaclurcr's inslallation instructions. 608.2 Venting. Vented wall furnaces shall be vented in accor- dance with Sectlon 503. 608.3 Location. Vented wall furnaces shall be located so as n'Ot to cause n f1re hazard (o walls, floor's) combustible furnishings or doors. Vemed wall furnaces Installed between bathrooms and adjoining rooms shall not circulate air from bathrooms to olhcr parls of the building. 608.4 Door swing. Venred wall fumaces shall be located so that a door cannot swing witltinl2 inches (305 tmn) of an nlr inlet or ai( outlet of such fumace measured at right angles to the opening. Door~tops or door closer~ shall not be installed to oblain this clearance. 608.5 Ducts prohibited. Docls shall not be attached to wall furnaces. Casing extension boors shall nor be installed unless listed .. , pan of tlte appliance. 608.6 Access. Vented wall fumacc.cl shall be provided with ncc~ss for ckaning of healing surfaces, r¢IllOVal of burners, replacement of sections, motets, controls, filters mtd o[ht:r working pmts, and fot' adjtlstmems nnd lubrication of pru1s requiring such attention. Panels, grilles and access doors that arc required to be removed for ·normal servicing operations shall not be attt~chcd to the building construction. 115 HARGROVE GAS LOGS d 111Jk ROBERT SHAW 7000MV(RME-PO) ,,~~~;,4.:~-~~~:tJ~ 'MILLIVOLT GAS V AIJVE SYSTEM ~~!.~":"!ii! INSTALLATION INSTRUCTIONS r---------, V1'At~~ We fe(;Ommend 111at our gas msTJTIY. ~::· hearth products be instalfetl and serviced by":-piq,Jes· siom1~ who <:~ro. caitilicd In the U.S. by the Nattonal Fireplace lnslituto-(NFI) as ..;!~~~ NFI Gas Spef.:ialiJ!I$, This gas pilot safety valve provides 100% shut-off of both pilot and main burner gas supply in the event of pilot flame failure. This valve is equipped with a manual gas control knob to provide for pilot lighting. It also has a control knob that controls flame height. If the pilot flame goes out during normal operation, or if there is insufficient pilot flame to provide proper thermocouple output, the safety valve will close, • stopping the flow of all gas. This valve is designed for use on all domestic heating gases up to 112" PSI. CAUTIONS 1. This valve should be installed only by an experienced service technician trained in gas safety equipment. 2. Tnrn off gas supply before installing valve. 3. All piping must meet applicable local codes and ordinances and the national fuel gas code (ANSI Z223.1/NFPA NO. 54) 4. All wiring must meet applicable electrical codes and ordinances. 5. Check out the complete system after installing the valve. 6. Prior to installation, verify conformance with burner manufacturer's installation instructions. 7. Make sure all piping is free of foreign matter. FOR YOUR SAFETY IF YOU SMELL GAS: 1. OPEN WINDOWS 2. DON'T TOUCH ELECTRICAL SWITCHES 3. EXTINGUISH ALL OPEN FLAMES 4. IMMEDIATELY CALL YOUR GAS SUPPLIER FLAMMABLE VAPORS MAY BE DRAWN BY AIR CURRENTS FROM OTHER AREAS OF YOUR HOUSE TO THIS APPLIANCE. FOR YOUR SAFETY DO NOT STORE OR USE GASOLINE OR OTHER FLAMMABLE VAPORS AND LIQUIDS IN THE VICINITY OF THIS OR ANY OTHER APPLIANCE. ... ff".l !1 ::J jJ INSTALLATION AND OPERATION GUIDE FOR ~~~~ We rec~mmen<:l that ~ur gas lHSTITUTE" heanh products bt Installed and Mrvi~d by prolu· slooals who are ~Mifred 1n UHI U.S. by the Nali<:lnal Fheplace rnstiMG" {NFI/ a a ~!_f!. NFI Ou $pecio'"b RGA 2-72 HARGROVE GAS LOGS Ember Burner (EB) & H-Burner (HB) For model number and OMNI seal refer to attached nameplate. Installation and service must be provided by a qualified installer, service agency or the gas supplier. NOTE: ADEQUATE FIREPLACE VENTILATION IS REQUIRED FOR SAFETY READ INSTRUCTIONS FULLY BEFORE INSTALLING OR OPERATING INSTALLER: LEAVE THESE INSTRUCTIONS WITH CONSUMER! Hargrove gas logs are made with refractory materials. Each log is hand-finished to assure the most realistic, detailed log available. The gas log burner system is designed to burn like wood, with'a smoky flame. For this reason, the gas log set must be burned only in a fully vented, non-combustible fireplace with the damper completely open and the chimney free of any obstructions or restrictions. The fireplace must be designed and approved to burn wood. The realistic yellow flame produces carbon monoxide and soot. Under normal conditions, these products are exhausted up the chimney. If fumes or soot, from the gas burning, are evident in the room when the damper is fully open it indicates that the fireplace draft is defective. Do not operate your gas log set until the fireplace draft is corrected. FOR YOUR SAFETY It is the homeowner's responsibility to assure Do not store or use gasoline or other their fireplace has adequate draft flammable vapors and liquids in the vicinity of this or any other appliance. RECOMMENDED BURN -IN PERIOD Hargrove gas logs are made of special FOR YOUR SAFETY refractory materials, which withstand high WHAT TO DO IF YOU SMELL GAS temperatures. One characteristic of this 1. Do not try to light any appliance. material is retention of moisture. For this 2. Do not touch any electrical switch; do reason, we recommend burning the logs for not use the phone in your building. only fifteen minutes during the first burning. 3. Immediately call your gas supplier After allowing the logs to cool for at least one from a neighbor's phone. Follow the hour, the set can be burned for any length of gas supplier's instructions. limP. 4. If you cannot reach your gas supplier, WARRANTY call the fire department. Hargrove gas logs carry a limited lifetime warranty against breakage in the original WARNING: If the information in this fireplace. Warranty does not include labor. manual is not followed exactly, a fire or Burners and grates are warranted for five explosion may result causing property years. Valves and pilot systems carry a two damage, personal injury or loss of life. year limited warranty in the original fireplace. See limited warranty information (pg. 13) for complete details. 1 HARGROVE GAS LOG MILLIVOLT PILOT CONTROL PROPANE CONVERSION KIT INSTALLATION INSTRUCTION (FOR USE WITH PROPANE GAS) W,.1~~ We recommel\d lila I our gas INSTITIJTE" hea~h produols 1>e i"slalled and serviced by prolos- sionals who are cerlihed in tha U.S. by the National F.replace lnsl•tute•INFI) as £!:~11~ NFI Gas Sp<lcialists If you purchased a gas log set for Natural Gas but you will be burning it with Propane Gas, please follow these conversion instructions for proper conversion and operation . . NOTE: ALL PROPANE GAS SETS MUST HAVE A PILOT CONTROL (NOT INCLUDED IN PROPANE CONVERSION KIT). IF YOUR SET DOES NOT HAVE A PILOT CONTROL, CONTACT YOUR GAS LOG DEALER BEFORE INSTALLING OR USING THE GAS LOG SET. GENERAL INFORMATION DO NOT USE A NATURAL GAS SET FOR PROPANE OR A PROPANE SET FOR NATURAL GAS. WHEN USING PROPANE (LPG) GAS AN AUTOMATIC PILOT SYSTEM MUST BE INSTALLED. 1. There are many different local codes for gas fire logs. The installation of this set must conform with local codes or, in the absence of local codes, with the National Fuel Gas Code ANSI Z223.1-1984. 2. This log set is designed for use with Propane Gas (LPG). 3. When glass fireplace doors are used always operate gas log set with the doors fully open to allow fo; proper· combustion air. 4. A fire screen must be in place when the log set is in use. 5. The appliance and its individual shut off valve must be disconnected from the gas supply piping system at test pressures in excess of 1/2 psig. The appliance must be isolated from the gas supply piping system by closing its individual manual shut off valve during any pressure testing of gas supply system at test pressures equal to or less than 1/2 psig. 6. Minimum inlet supply pressure for Propane gas is 11" water column. Maximum inlet supply pressure for Propane gas is 13" water column. 7. After burning, the logs become fragile and should not be handled. Knocking or rubbing logs can cause concrete to crumble and is not covered under the warranty. 8. Use a soft, dry paintbrush for periodic dusting of the gas fire logs. Special care rnust be taken to clean the Birch logs. Rubbing will remove soot but will also remove the white pigments. 9. Do not burn wood with this set. . NOTE ADEQUATE FIREPLACE VENTILATION OR DRAFT IS REQUIRED FOR SAFETY • GAS LOGS MUST BE INSTALLED. BY PERSONNEL QUALIFIED FOR INSTALLING GAS APPLIANCES. READ INSTRUCTIONS FULLY BEFORE INSTALLING OR OPERATING. INSTALLER, LEAVE THESE INSTRUGTIONSWITH CONSUMER. . HARGROVE MANUFACTURING CORPORATION COPYRIGHTED PART# 1. AM & AM-N 2. VM 3. RSLP.11 ORIFICE 4. PRB 8-6 5. RSMV-CONVERSION 1-'AHI~INGLUUt:.U DESCRIPTION AIR MIXER & AIR MIXER NUT VERMICULITE PILOT ORIFICE 3/8 FIP X% MIP VALVE CONVERSION INSTALLATION AND OPERATION 2 1) Remove the fire embers and set them aside. Discard the sand from ember burner material. 3 4 RSTPG-48 rd1 2) Position the burner so the burner pipe is exposed to you as you are looking at it. Install the air mixer (AM) on the right end of the burner pan using pipe dope on the threads. •t'BirJ ':Y IMPORTANT: ASSURE THAT THE INTAKE HOLES ON THE AIR MIXER ARE FACING AWAY FROM THE BURNER PAN. Pilot Orif1ce / -! 3) Connect the PRB 8-6 to the AM. (See Figure A) ~r' . 4) Remove the natural gas pilot orifice from the (RSTPB-18) thermocouple and pilot burner assembly and replace with the LP pilot orilice. 5) Look at the millivolt valve on the side where the black control knob is. Observe the word "VENT" on the raised portion of the valve. On the side of the valve closest to the word "VENT" use a 3/8" allen wrench to remove the V2' plug. Place the removed plug in the port opposite of the inlet port. 6) Install the RSMV-conversion on the millivolt valve using the Regulator Conversion installation instructions. 7) Spread the vermiculite Embers evenly over the pipe in the ember burner. Vermiculite level should be sloped evenly with the sides of the ember burner pan to give the look of fallen ashes. (See Figure B) 7) Part B Embers (rockwool) are placed over the Vermiculite to simulate glowing embers. For best results pinch off pieces of the Part B material the size of a dime and feather it out. Place as much as desired over the area the gas comes through. 8) See Millivolt Lighting Instructions to light pilot burner. 9) The color of the flame can be changed by turning the air-adjusting nut. When the holes in the air mixer can be seen it is open and the flame will burn a light yellow. This position will produce the least amount of soot. When closed the flame will burn a yellow-orange color and produce more soot. It is recommended that the air mixer be completely open. Figure A Figure B TOP VIEW OF EMBER BURNER EMBER MEDIA REPLACEMENT RSTPB-48 &AM-N Part B Embers Vermiculite 8-6 ~-•.•.. ••· •. ·.·._·_~.·.·aH· ... ~~ .. ;; i,;;c .··':~~- \ COLORADO STATE ELECTR ICAL BOARD 1560 Bro adway, Suite 135 0 De nve r, CO 80202 Inspec tion Re port Permit#: 631719 Date In s pec ted: 09/17/2008 Pe rmit Holde r: RIDGE ELECTRIC LLC LARRY HERRMANN 462-A GLEN RD GRAND JUNCTION 815010000 Phone: (970) 254-9449 Fax : ( ) -Emai l: Site : 0655 County Road 209 Debeque, M esa County, 81630 Owner: Status : In spector: Corrections: Kess l er Canyon Accepted In spection type : Final NEW Phone: Partial In spection : Yes rim Permit: N MMERCIAL COMMERCIAL NEW C yru s Tu chscher 970-62 5-5085 1) 250.32(A) Grounding Electrode . Bu ilding(s) or structure(s) supplied by feede r(s) or branch c ircuit(s) shall ha ve a grou nding e lectrode or grounding e lectrode system installed in accorda nce w ith 250.50 . 250.50 Grounding electrode required A ll grounding electrodes as described in 250.52(A)('1) through (A)(6) Where none of these grounding e lectrodes ex ist , one or more of the grounding electrodes specified in 250.52(A)(4) through (A)(?) shall be installed Grounding required at Fire Pump Building 2) Dishwasher junct ion box cover required to be watertight · t 3 ) Hot tub not complete DO NOT USE · 4 )Elevator disconnect 110.22 Permanent identification of each disconnect required. This marking to be of sufficient durability to withstand the environment. 310.16 Ampac ity #14 (currently on 35 amp fuse 5) Copy of Fire alarrm testing OK by fire inspector, ~tatian ~es llt.Q_K to occup0 Comments: Lod ge 9/17/2 008 Page 1 of 1 ': STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Rec. 7-/o -of-PERMIT # {, ~ I 2 ( 'l Contractor/Home Owner: __ lC-'-; =-j--J),_..-,___?Oc-. _l_"'...oc~---- Address: 6 (, ~ S C tz J-o j '7)., E>y '"; C<O TYPE OF INSPECTION: ;fc .... J.y'Z Partial __ Rough in __X_ Underground Final~- ACTION: Accepted~ Rejected __ Remarks __ ---REINSPECTION FEE Comments or Corrections: {u)!. 0 -;} /. ·Jl ... f uJ,\'&, w-<;.~ 1 < u0 ""· ~fi!Jlj. ,) TJ ,v:</c P: Inspector's Name ' / Phone # _____ ~/ ____ Date 7· /l.J -or' FORMS:EBINSP_NOTICE.DOC I ! I I I ' / Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Asse~sor/J)'~QS\lfer!'mp_erty_S\!arch I Assessor Subset Query I A~essoLSaks Search Ckrk & .. R\!corc!erRec.eptiou.Search Basi<:El.lil.c!ing_Characteristi.c.s I IaxJnfoml!ltiol1 Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I o29 II Account Number II Parcel Number II Mill Levy I R290163 II 213934200009 II 28.203 I Owner Name and Mailing Address !COLORADO NATURE RANCH, LP I 17380 SAND LAKE ROAD SUITE #120 I !ORLANDO, FL 32819 I Legal Description lsECT,TWN,RNG:34-5-98 DESC: (5-99)TR I 1116, 84 (5-98)TR 115, 116 TR 37-39 I k6-98) DESC: TR 115, 82 (6-99) TR I 182 SEC. 11 SWNW, Nl/2SW, SESW DESC: lsWSE SEC. 13 Wl/2SW SEC. 14 SENE, IW112NE, N1/2SE, DESC: NESW, SESE lsEC. 24 Nl/2NW, SENW, Nl/2SW, IW112SE, DESC: SESW SEC 25 Wl/2NE, IE1/2NW ALSO A TR CONT 12.0A. DESC: IAKA GOLD OIL CLAIMS 19-46 NITRATE !sHALE CLAIMS 1,2 DESC: 6-17 I !HYDROCARBON 113. EXCEPT A TR OF I ILAND CONT 49.228 AC AS DESC IN BK I 11530 PG 465. BK:0168 PG:0142 I IBK: 1526 PG: 134 RECPT:638010 BK: 1259 I IPG:867 RECPT:582406 BK:1259 PG:866 I http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=213 934 200009 4/23/2007 Parcel Detail Page 2 of3 IRECPT:582405 BK:1005 PG:0491 IBK:l005 PG:0476 Location Physical Address: IIPARACHUTE I Subdivision: I Land Acres: 1110729.502 I Land Sq Ft: llo I Section II Township II Range I I 34 II 5 II 98 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 173,35011 50,2701 I Improvements: II oil ol I Total: II 173,35011 50,2701 Sale Date: 11611112001 Sale Price: 113,000,000 Basic Building Characteristics Number of Residential lo II Buildings: Number of Comm!lnd lo I Buildings: No Building Records Found Tax Information Tax Year I Transaction Type Amount I 2006 Tax Amount $1,417.761 2005 Tax Payment: Whole ($1,806.66)1 2005 Tax Amount $1,806.661 2004 II Tax Payment: Second Half II ($1 ,040.90)1 2004 II Tax Payment: First Half II ($1,040.90)1 2004 II Tax Amount II $2,081.801 II II http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=213934200009 4/23/2007 Parcel Detail I 2003 II Tax Payment: Second Half II ($1,272.44)1 I 2003 II Tax Payment: First Half II ($1,272.44)1 I 2003 II Tax Amount II $2,544.881 I 2002 II Tax Payment: Whole I ($2,576.08)1 2002 II Tax Amount $2,576.081 2001 II Tax Payment: Whole ($2,554.14)1 2001 II Tax Amount $2,554.141 2000 II Interest Payment ($54.90)1 2000 II Interest Charge $54.901 2000 II Tax Payment: Whole ($2,745.06)1 I 2000 II Tax Amount II $2,745.061 1999 II Interest Payment ($68.02)1 1999 II Interest Charge $68.021 1999 II Tax Payment: Whole ($3,400.84)1 1999 II Tax Amount $3,400.841 Top of Page AssessorPAtab&se Searcb Qptions I T1~.asurer Database_Search Options CJerk_&_Rec:on:lerD.llJab<.~se ... Se<trchDptions O!!rfieldColl!ltY ... Homel'age Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact.com/ assessor /parcel. asp ?ParcelN umber=213 9 34 200009 4/23/2007 7 /d-7 (u7 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Su ite 201 Glenwood Springs, Coloradof 81601 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Phone (970) 945 -821 2 Permit 4343 Assessor's Parcel No . This d oes no t co nstitute a building or use permit. / JYJ V. { {f ~S"b or/ q v-cPo1 r:.;. 3 ~ s-1/ y-rO/ t ile ct!A& Phone L/t:J ? ... qc;~-'79 9? system Loca tion _ _____;f2~bo....>:5"'-''5=--~C...L.~:....=.~~;x....>o0"--Cf.___"""".fe=h=e+q..I<Lu...>...,er---Co=-=-_9_1_6_3_0 _______ _ (, I ~galo~~~ion~A~~r~~~INo. __ ~ __ /_3_q~--3_V~~---~6~o_-~O~O~~~--------------- SYSTEM DESIGN _____ Septic Tank Capacity (gallon) ______ Other _____ Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _ Required Absorption Area · See Atta ched Special Se tback Requirements : Date _____________ Inspector ___________________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System lnstaller _____________ -=---""7r---:--r--------,.--------:------:--- Septic Tank Capacity ~-=c=...:=::...c=--------=-.,..-------------'--.,-i;~~"-'----"'....:..:..::....__.....:..__:;_..._ __ Septic Tank Acces s within 8 " of surface -------...l...<~~-=a:c:c.::....:::o:__-4-4~'-'L~~--"''-L,fE'!J-'o/I-'-Cd;:~a..<:,....._..,_ __ Absorption Area /32 ~ail f Absorption Area Type and/or Manufacturer or Trad e Name-------------------------- Adequate compliance with County and State regulations/requirements •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 val id only for connection to stru ctures which have fully complied with County zoning and building requirements. Co n· nection to or use with any dwelling or structures not approved by the Bu ilding and Zoning office shall automatically be a violation or a requ i re ment of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which invo lves a knowing and material variation from th e terms or speci fi catio ns contain ed in the application of permit commits a Class I, Petty Offense ($500.00 fine-6 months in jail or both). White· APPLICANT Yellow · DEPARTMENT BUILDING AND SANITATION DEPARTMENT 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212/(970) 285-7972 (ex. 4003) ,o • PROCEDURE REQUIRED FOR COMPLIANCE WITH THE GARFIELD COUNTY SEW AGE DISPOSAL REGULATIONS. Step I: A. B . C . D. Application Obtain a standard "Individual Sewage Disposal System" application from the Building and Planning Department, 108 8th Street, Suite 401, Glenwood Springs, Colorado 81601,970-945-8212 or 285-7972 extension 4003. You may also obtain one off of our website at www.garfield-county.com. Return completed application, map to property, site plan and diagram of site to the Building and Planning Department (Pages 2 and 3) and building plans. INDIVIDUAL SEW AGE DISPOSAL SYSTEM PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED BUILDING PERMIT. Make check or money order payable to "Garfi e ld County Treasurer" (The cost for the permit fee and percolation test is $150.00 or if a Registered Professional Engineer does the percolation test and design, the cost is $50.00 permit fee). FEES ARE NOT REFUNDABLE. Your Individual Sewage Disposal Pem1it will be issued along with your building permit provided no prohibitive problems are encountered. Step II:Percolation Tests -SEE DETAILED INSTRUCTIONS ON PAGE 6 A Prepare three (3) percolation holes 4 feet deep, 8 to 12 inches in diameter, and 20 feet apart in the area of the proposed leach field area (Instructions for post hole or back hoe holes are on page 4). B. Fill percolation holes with water once for the required eight (8) hour soaking period. C. Request percolation test by Sanitarian. (To avoid construction delay, we suggest arrangements for percolation test be made at least 24 hours prior to the end of the soaking period). Please h ave at least five (5) gallons of water for each hole availab le at the s ite for the percolation test. ! ! ! !IMPORT ANT!!!! Please be advised that ifthe Sanitarian's initial field visit to your property reveals any unusual difficulties such as high water table, excessive percolation rates, bedrock, etc., the services of a Colorado Registered Professional Engineer and/or Board ofHealth approval will be required. Step III: A. B. C. D. Final Inspection When all components are in place, connected and ready to cover, r equest a final in spection by the Sanitarian. DO NOT backfill any part of the system prior to the inspection. The initial fee covers the percolation test and one inspection before cover up. Any additio nal percolation tests will be c harged at $100.00 each and additional inspections will be charged at $50 .00 each . Upon final approval, carefully cover the entire system. INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Colo. ~~rt ~r~ Lf OWNER O~tA g.f2 LAke best:,£ l.~G ADDRESS o~S~ Cov~,.'f R.(:). ;;209 !X?>,avf. Go PHONE 1 ---------- CONTRACTOR S vt-J K\NLJ VV\G!MT Co~~ ADDRESS Po ~x 3~99 C...O &'1$0.( PHONE (1 10 \ .-2y.s-9t7 J . PERMIT REQUEST FOR ( /Q_ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with re spec t to surrounding areas, topography of area , habitable building, location of potable water wells, soil percolation test holes, so il profiles in test hole s (See page 4 ). LOCATION OF PROPOSED FACILITY: Near what City ofTown be. ht:GvE. , Col.oet.Atlo Legal De scription or Address o\o s.s-~4 ~ dO~ Size ofLot \D 1 o0° ~~ -D&~'f Qv£. CO WASTES TYPE: ~DWELLING ( ) TRANSIENT USE ( )9_ COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( )OTHER -DESCruBE ________________________________ _ BillilliNG~SffiV~ETiffi:_~~V~@~~~(~J-~lJ~D~~-G~f ______________ _ Number of Bedrooms ~ /0 Number of Persons \ D -\~ ( ) Garbage Grinder ( ) Automatic Washer SOURCE AND TYPE OF WATER SUPPLY: ~WELL If supplied by Community Water, give name of supplier:, ( ) Dishwasher ( ) SPRING ( ) STREAM OR CREEK DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: _ ___,)'-I!J=---""".L!..!..l.>0'\£=5......._ _____ _ Was an effort made to connect to the Community System?-----'-------------------------- A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depfu~fir~GrooodWa~rTabk ____ ~~--------------------------------------~ Percent Ground Slope ----'~o"'-------------------------------------------------- 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (x5 SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER-DESCRIBE FINAL DISPOSAL BY: I)() ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER-DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ___ _ PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes _____ per inch in hole No. I Minutes ______ ,per inch in hole No.3 Minutes _____ per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone ofRPE who made soil absorption tests:--------------- Name, address and telephone ofRPE responsible for design of the system: _C=t-I'--"-R.\"'-"S'-...1yV\'-'-'-'-f't"'t-J"-E......,~"-A'-_ {oLoiU\D.o \2...w6iL E,_,(.,t.VU:.RJ,.JCn tJJC. f:>o 61<-t3ol 'f.-,fLE.. Co '6'\I..S"'O 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 fumished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance ofthe permit is subject to such tenns and conditions as deemed necessa1y to insure compliance with mles and regulations made, infonnation and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the pennit applied for herein. I further understand 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 forpeijury as provided by law. Signed_L&d'k.-Date Lj-.2:)-01 • PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Orchard Lake Lodge, LLC, c/o Mr. Mark Kessler, Colorado Nature Ranch, Inc. ADDRESS 0655 County Road 209, DeBeque, CO 81630 CONTRACTOR Sun King Construction PHONE (970) 283-1145 ADDRESS 10481ndependentAve, SuiteA-111, Grand Junction, CO 81505 PHONE (970) 245-9173 PERMIT REQUEST FOR (x) NEW INSTALLATION ( ) 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 4). LOCATION OF PROPOSED FACILITY: Near what City of Town~D.:_eB::ce:.:qc::ue::o,...:Cc::O'--------------Size of Lot 42 Acres Legal Description or Address Garfield County Road 209 (Brush Creek Road), DeBeque, CO 81630 WASTES TYPE: ( ) DWELLING ( x ) TRANSIENT USE (x) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES (X) OTHER-DESCRIBE _G_u_e_st_A_c_co_m_m_o_d_at_io_ns ____________ _ BUILDING OR SERVICE TYPE: Orchard Lake Homestead Lodge-Guest Accommodations Number of Bedrooms _1 o _____________ Number of Persons Up to 19 overnight guests, plus visitors ( x) Garbage Grinder ( ) Automatic Washer SOURCE AND TYPE OF WATER SUPPLY: (X) WELL If supplied by Community Water, give name of supplier: (X) Dishwasher ( ) SPRING ( ) STREAM OR CREEK DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 15+ Miles -----~------------------- Was an effort made to connect to the Community System? __ N_o ______________ _ A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Greater than 8-ft, no groundwater encountered. Percent Ground Slope The ground slope is approximately ten percent transitioning to a 3:1 slope in the vicinity of the leach field. T.YPE GF INDIVIDUAL SEW AGE DISPOSAL SYSTEM PROPOSED: (X) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER-DESCRIBE FINAL DISPOSAL BY: (X) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER-DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?___:_:_No.::__ __ PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes_1:...:1 ____ per inch in hole No. I Minutes _2_4 ____ --'per inch in hole No. 3 Minutes 5.3 per inch in hole No. 2 Minutes 16 per inch in hole No.~ Name, address and telephone ofRPE who made soil absorption tests: Christopher Manera, PE #30579 Colorado River Engineering, Inc., PO Box 1301, Rifle, CO 81650 (970) 625-4933 Name, address and telephone of RPE responsible for design of the system: Christopher Manera, PE #30579 Colorado River Engineering, Inc., PO Box 1301, Rifle, CO 81650 (970) 625-4933 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 furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand 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 perjury as provided by law. Signed ______,d;=-::__'_~Jr--' _________ _ Date_?-'----7?----=-0+-7----- PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Orchard Lake Lodge, LLC, c/o Mr. Mark Kessler, Colorado Nature Ranch, Inc. ADDRESS 0655 County Road 209, DeBeque, co 81630 CONTRACTOR Sun King Construction PHONE (970) 283-1145 ADDRESS 1048 Independent Ave, Suite A-111, Grand Junction, CO 81505 PHONE (970) 245-9173 PERMIT REQUEST FOR (x) NEW INSTALLATION ( ) 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 4). LOCATION OF PROPOSED FACILITY: Near what City of Town-=D:.::e:::Be:::qc::u::oe,...::C:.::O:.__ ____________ Size of Lot 42 Acres Legal Description or Address Garfield County Road 209 (Brush Creek Road), DeBeque, CO 81630 WASTES TYPE: ( ) DWELLING ( x ) TRANSIENT USE (X) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES (X) OTHER-DESCRIBE _s_,p_a_IL_au_n_d_,_ry_IM_u_se_u_m _____________ _ BUILDING OR SERVICE TYPE: Orchard Lake Homestead Lodge-Spa/Laundry/Museum Number of Bedrooms _:.o _____________ N,urnber of Persons Up to 48 guests, plus 4 employees ( ) Garbage Grinder (X) Automatic Washer SOURCE AND TYPE OF WATER SUPPLY: (X) WELL If supplied by Community Water, give name of supplier: ( ) Dishwasher ( ) SPRING ( ) STREAM OR CREEK DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 15+Miles -~~~------------------ Was an effort made to connect to the Community System? _.:.cNo.:._ _____________ _ A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet 100 feet 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Greater than 8-ft, no groundwater encountered. Percent Ground Slope The ground slope is approximately ten percent transitioning to a 3:1 slope in the vicinity of the leach field. ·TYPE' OF INDIVIDUAL SEW AGE DISPOSAL SYSTEM PROPOSED: (X) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER-DESCRIBE FINAL DISPOSAL BY: (X ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER-DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?_No __ _ PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes <5, design 10 per inch in hole No. I Minutes <5, design 10 per inch in hole No.2 Minutes <5, design 10 Minutes <5, design 10 per inch in hole No. 3 per inch in hole No.~ Name, address and telephone of RPE who made soil absorption tests: Christopher Manera, PE #30579 Colorado River Engineering, Inc., PO Box 1301, Rifle, CO 81650 (970) 625-4933 Name, address and telephone of RPE responsible for design of the system: Christopher Manera, PE #30579 Colorado River Engineering, Inc., PO Box 1301, Rifle, CO 81650 (970) 625-4933 Applicant acknowledges thatthe completeness of the application is conditional upon such further mandatol)' and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation ofthe application; and the issuance of the permit is subject to such terms and conditions as deemed necessal)' to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand 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 perjul)' as provided bylaw. I} d Signed --6&.L.~-'---'-Pl''-'-~-------Date_-'-7-~z'--· -£17----'------- PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! CoLOR$A.D0 RIVER EN6.INEE.RING IN C OI!P OI!AT E O Mr. Mark Kessler Kessler Enterprises , Inc. Millenia Park One 4901 Vineland Road, Suite 650 Orlando, FL 32811 September 7, 2007 RE: Orchard Lake Homestead Lodge-Wastewater Plan Dear Mark: P.O . Bo x 130 1 Rifl e , CO 8 1650 Te l 970-625 -4933 Fax 970-625 -4546 Colorado River Engineering, Inc. (CRE) has prepared the following letter report summarizing the wastewater treatment systems proposed for the Orchard Lake Homestead Lodge. The purpose of the wastewater report is to provide the basis of design for the Homestead Lodge wastewater systems and to identify the assumptions made in the design process . Project Summary The proposed Orchard Lake Homestead Lodge is to be located approximately 18 miles north ofthe Town ofDeBeque, in unincorporated Garfield County, Colorado. The project site is along Brush Creek in Section 3, Township 6 South, Range 99 West of the 61h PM, as shown on the attached Sheet 1. Access to the existing and proposed facilities is provided by Brush Creek Road (Garfield County Road 209) which passes through the site. The Orchard Lake Homestead Lodge Project contains approximately 42± acres owned by Orchard Lake Lodge, LLC. The Orchard Lake Homestead Garage was originally planned as a private facility; however, the entire Orchard Lake Homestead Lodge Project is now subject to a Special Use Permit, granted by Garfield County. The facilities are proposed to provide accommodations and recreational activities by serving as a destination resort. Water Supply The existing Orchard Lake Lodge water system is intended to supply the domestic water requirements for the Orchard Lake Homestead Garage (existing), Orchard Lake Homestead Lodge & Spa (proposed), Orchard Lake Cabins (6 proposed), and a combined Museum & Meeting Facility (proposed). The relative locations of the existing and proposed buildings are shown on the attached Sheet 2. Wastewater Disposal The wastewater disposal requirements for the Orchard Lake Homestead Lodge facilities will be met through the use of multiple individual sewage disposal systems, ISDS. There is one existing ISDS serving the Orchard Lake Homestead Garage. Initially, two additional ISDS are proposed to serve the guest accommodations and the spa/laundry areas of the proposed Orchard Lake Homestead Lodge. Provisions are being made to include the anticipated wastewater disposal requirements for a proposed museum/meeting facility in the spa/laundry wastewater disposal area. A separate septic tank is proposed to be installed at the museum with the effluent from the septic tank routed to the spa/laundry wastewater absorption area for disposal. A future ISDS is intended to serve the proposed Cabin facilities and is not the subject of this report. The attached Sheet 2 shows the locations of the existing and proposed ISDS with the required setbacks from each absorption area. Guest Accommodation ISDS Demands An ISDS is proposed to meet the wastewater disposal requirements for the guest accommodation areas of the Orchard Lake Homestead Lodge. The system is intended to serve the domestic wastewater requirements for up to 19 overnight guests and 29 day use guests. The following wastewater demands were assumed for wastewater planning purposes: Overnight Guests 19 Guests @ 50 gpd -Sleeping Facilities = 19 Guests@ 12 gpd-Kitchen Facilities 19 Guests @ 7 gpd -Common Areas = Day Use Guest 29 Guests@ 12 gpd-Kitchen Facilities = 29 Guests @ 7 gpd -Common Areas Total 950 gpd 228 gpd 133 gpd 348 gpd 203 gpd 1862 gpd Data used to prepare the above demand assumptions is attached as Appendix A Spa/Laundry/Museum ISDS Demands An ISDS is proposed to meet the wastewater disposal requirements for the spa, laundry, and employee facilities located in the basement area of the Orchard Lake Homestead Lodge. The system is intended to serve the domestic wastewater requirements for up to 48 guests and 4 employees as well as the laundry. The anticipated wastewater disposal requirements for a proposed museum/meeting facility have been included in the spa/laundry disposal area. The following wastewater demands were assumed for wastewater planning purposes: 2 Total 48 Guests @ I 0 gpd -Spa Facilities 4 Employees@ 15 gpd-Breakroom 12 Loads/day @ 40 gal per load -Laundry 48 Guests @ 9 gpd -Museum, proposed = 480 gpd 60 gpd 480 gpd 432 gpd 1452 gpd Data used to prepare the above demand assumptions is attached as Appendix A Guest Accommodation ISDS Design Based on the expected average daily wastewater flow of 1862 gpd and a peaking factor of 1.75, we have established an ISDS design flow of 3259 gpd. For this design flow a minimum septic tank capacity of approximately 4000 gallons is required to meet holding time, 3259 gpd x 1.25 days. The calculated percolation rate for soils in the vicinity of the proposed absorption area was 15 min/inch. The required absorption area for a gravelless chamber system in a trench configuration at the calculated percolation rate is 1262 sq ft. The minimum number of Infiltrator Quick4 units required is 127. For consistency, 132 Quick4 Units are proposed, arranged in 6 trenches with each trench containing 22 Quick4 Units. Due to the generally flat topography between the Homestead Lodge and the proposed Guest Accommodation absorption area, a duplex pumping system is proposed to transport the septic tank effluent to the absorption area. To determine the size of pumping system required, the following was assumed for planning purposes: Based on 19 overnight guests and 29 day use guests, we assumed that at any given time one half of the toilets, showers, and sinks would be in use. For 7 toilets, 7 sinks, and 5 showers we assumed an instantaneous wastewater flow of I gprn!toilet, 2 gprn!sink, and 3 gprn!shower for a guest generated peak flow of 36 gpm. We have also assumed that an additional I 0 gpm could be generated simultaneously by the kitchen facilities. An instantaneous peak flow of 46 gpm is anticipated for the Guest Accommodation ISDS. We have proposed to provide up to 50 gpm of normal effluent pumping capability for the Guest Accommodation ISDS. Duplex pumps are proposed for the effluent pumping system to provide redundancy and additional pumping capacity in the event of excessive wastewater flow. Although the elevator sump is proposed to discharge to the Guest Accommodation ISDS, we expect that only periodic discharges would occur. The ISDS is not intended to provide any foundation dewatering function. The discharge from any groundwater collection system installed at the Homestead Lodge facility should be routed for disposal independent of the ISDS. CRE is not involved in designing any dewatering system for the Homestead Lodge facilities. It should be noted that the design elevation of the elevator sump is below the groundwater elevation noted in the geotechnical report. Spa/Laundry/Museum ISDS Design 3 Based on the expected average daily wastewater flow of 1452 gpd, (I 020 gpd spa/laundry and 432 gpd museum) and a peaking factor of 1.75, we have established ISDS design flows of 1785 gpd for the spa/laundry and 756 gpd for the museum. For these design flows, minimum septic tank capacities of approximately 2200 gallons for the spa/laundry and I 000 gallons for the museum would be required to meet holding times, 1785 gpd x 1.25 days and 756 gpd x 1.25 days, respectively. The design percolation rate for soils in the vicinity of the proposed absorption area is I 0 min/inch. For the combined wastewater design flow of 2541 gpd, (1785 gpd spa/laundry + 756 gpd museum), the required absorption area for a gravelless chamber system in a trench configuration at the calculated percolation rate is 804 sq ft. The minimum number of Infiltrator Quick4 units required is 81. For consistency, 84 Quick4 Units are proposed, arranged in 4 trenches with each trench containing 21 Quick4 Units. The physical location of the basement wastewater discharge line requires the use of a grinder pump system to transport the basement wastewater to the septic tanks. Due to the uphill topography between the Homestead Lodge and the proposed Spa/Laundry/ Museum absorption area, an effluent pumping system is proposed to transport the spa/laundry septic tank effluent to the absorption area. To determine the size of pumping system required, the following was assumed for planning purposes: We have assumed that at any given time one half of the spa and employee area toilets, showers, and sinks would be in use. For I toilet, 5 sinks, and I shower we assumed an instantaneous wastewater flow of I gprn!toilet, 2 gprn!sink, and 3 gprnlshower for a guest generated peak flow of 14 gpm. We have also assumed that an additional I 0 gpm could be generated simultaneously by the steam room/sauna facilities with an additional 15 gpm generated from the laundry. An instantaneous peak flow of 39 gpm is anticipated for the Spa/Laundry component of the ISDS. We have proposed to provide up to 40 gpm of normal effluent pumping capability for the Spa/Laundry ISDS. Duplex pumps are proposed for both the grinder and effluent pump systems to provide redundancy and additional pumping capacity in the event of excessive wastewater flow. Although 16 floor drains are proposed to discharge to the Spa/Laundry ISDS, we expect that only periodic discharges would occur. The ISDS is not intended to provide any dewatering that would be necessary in the event of a broken water line or leak. Also, the discharge from any groundwater collection system installed at the Lodge facility should be routed for disposal independent of the ISDS. CRE is not involved in designing any dewatering system for the Homestead Lodge facilities. It should be noted that the design elevation of the basement wastewater discharge line is near the groundwater elevation noted in the geotechnical report. Care should be taken to ensure that groundwater carmot infiltrate the wastewater discharge line. Guest Accommodation ISDS Plan The attached Sheet 3 shows the proposed site plan for the Guest Accommodations ISDS system. A drawing showing the tanks, pipelines, pumps, and absorption system for the Guest Accommodations ISDS is attached as Sheet S I. The wastewater disposal area for 4 the Guest Accommodations ISDS is proposed to be located on adjoining Colorado Nature Ranch, Inc . property . Spa/Laundry/Museum ISDS Plan The attached Sheet 4 shows the proposed site plan for the Spa/Laundry ISDS system . A drawing showing the tanks, pipelines, pumps, and absorption system for the Spa/Laundry ISDS is attached as Sheet S2 . Although the wastewater disposal area for the Spa/Laundry ISDS is being sized to also dispose of wastewater from the proposed Museum, design drawings are not being prepared at this time for the Museum septic tank and piping. The wastewater disposal area for the Spa/Laundry ISDS is proposed to be located on Orchard Lake Lodge, LLC property. Summary Wastewater disposal for the Orchard Lake facilities is proposed to be handled through multiple ISDS. The Orchard Lake site is suitable for the construction of multiple ISDS. The assumptions used in the design of the ISDS are outlined herein. Any changes to the anticipated uses or expected wastewater demands at the site should be conveyed to CRE prior to submission of the design drawings to Garfield County. Site and building elevations used in the preparation of the ISDS design drawings have been provided by others and should be confirmed prior to construction. An agreement should be prepared to grant an easement to the Orchard Lake Lodge, LLC allowing for the construction of a wastewater disposal area on property belonging to Colorado Nature Ranch, Inc. If you have any questions, please do not hesitate to call 970-625-4933 . Sincerely, ·-::I£_/!_ Mark Hayes, Technician ~jf~ Christopher Manera, P.E. Cc: Encl: CM:mh M :\CREj obfiles\530 Orchard Lake\ISDS \Lodge Wastewater Syslem 2007 .doc 5 £NGIN£E.RING INCORPORA.TE:D Mr. Mark Kessler Kessler Enterprises, Inc. Millenia Park One 4901 Vineland Road, Suite 650 Orlando, FL 32811 RE: Colorado Nature Ranch I Kessler Canyon Ranch Orchard Lake Lodge ISDS -Guest Accommodations System Dear Mr. Kessler: P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. (CRE) has completed field investigations to examine the construction of the Individual Sewage Disposal System (ISDS) for the Orchard Lake Lodge - Guest Accommodations system constructed at 4410 Brush Creek Road (CR 209). This letter shall serve as certification that the construction has occurred in substantial conformance with the design guidelines and details as shown in our design drawings dated 1013112007 and in accordance with county and state regulations, except as noted below. Any exceptions from the design drawings have been deemed acceptable by the issuance of this certification, effective as of the latter date of the two signatures recorded below. The exceptions are intended to be documented in future as-built drawings for this system. Exceptions: Grease Trap Baffle -A PVC baffle was installed in the grease trap instead uf the concrete partition shown on the design drawings. Grease Trap Capacity-The capacity ofthe grease trap was increased to 3000-gallons instead of the 1500-gallons shown on the design drawings. ~~ q(i?(oa o!f Mar ayes, Techmc1an I Date CC: David Mead@ Garfield County via fax 384-3470 ISDS-Lodge Accommodations.doc E0/E0 3~\ld '~N3 <131\I<I o:J EE6P-909-0L6 <;E:tt 8000/61/60 PO Box 1301 "-.. COLORADO Rifle,C081650 ~RIVER Tel 970-625-4933 ~~·ENGIN E ERING Fax 970-625 -4564 --~ Civil Eng ineering g • Water Rights, Augmentation Plans • Groundwa ter, Well Permitting GENERAL LO CATION MAP Client SHEET NO. I OF 4 1 530 Orchard Lake Lod ge j •Hydrology, Flood Plain Analysis •Canals, Pipelines, Dams i:a;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J ; l ' ~ I i I I t H Appendix A Design Considerations I Demand Calculations I Demand Data Design Considerations A meeting was held between Colorado River Engineering and Jim Rada of the Garfield County Health Department to discuss the demand assumptions and proposed wastewater systems for the Orchard Lake facilities. The demands were deemed to be reasonable for the types of uses outlined herein, see attached design calculation tables. Suggestions were made by Jim Rada to design the absorption systems to provide a means of isolating alternating halves of the absorption area for service and or temporary shutdown. The systems were designed with even numbers of distribution laterals, with each lateral controlled with an adjustable device which would allow for the isolation of individual distribution laterals. Wastewater Treatment Individual Sewage Disposal Systems (ISDS) will be utilized to treat wastewater from the Orchard Lodge Site facilities. Health Department regulations require that each ISDS system not exceed 2,000 gallons per day without obtaining a discharge permit. Multiple ISDS facilities (three), each not to exceed 2000-gpd of capacity, are anticipated to be installed at the Orchard Lodge Site. Due to the proximity of the building facilities, wastewater disposal areas, Brush Creek, and Orchard Lake, recommend that each system be engineered to insure that proper loading is not exceeded and that proper separation is maintained. Septic tank and leach field ISDS are envisioned and will be permitted in accordance with Garfield County criteria at the time of building permit submittal. Currently the state health department allows the use of multiple systems by one property. State policy requires that cumulative systems not exceed 6,000 gallons per day of use and that the separation between adsorption fields meet the maximum offset criteria (distance to wells or springs). Calculations following state guidelines were made to examine potential loading from each building and are summarized on the attached worksheets. Combined flows are estimated to be 5315 gallons per day. Our review has indicated that multiple systems can be constructed and meet state separation requirements. Due to the topographic location of the lodge and spa pressure mains will be required to deliver waste water to the adsorption fields. The Orchard Lake Homestead Lodge will have flows split between the Guest Accommodations and Spa/Laundry uses. The flows from the Lodge are highest due to the kitchen and laundry facilities. The following demand information was obtained from various sources including online research and from other similar properties owned/operated by Kessler Enterprises, Inc. and their affiliated organizations. Appropriate demands were assumed in the calculation of wastewater flows for the Orchard Lake facilities. GARFIELD COUNTY ISDS DESIGN CALCULATIONS Colorado Nature Ranch Resort Area Facility: Orchard Lake Homestead Lodge Average Daily Waste Flow State Review Required? fltl~l gpd no Per c Rate 10 (T)(min/in) Design Flow r.v •o w><<= Daily Waste Flow (gpd) X 1.75 Q= gpd Minimum Tank Capacity: 4073 gallons (Q X 1.25) Absorption A rea (=Q/5 X SQRT perc rate) A = 2061 sq. ft. of absorption area r equired ___ 1...:..3.::..3 gravelless ch amber units w ithout r eduction # of Perc Holes Required: 3.0 1 in every soil type? __ _ Space d uniformly over proposed area? __ _ A m aximum 50% reduction is allowed fo r use of dee p g ravel or graveUess chambered sys tem, only if t h e lo t size and s oil condition s a re optimal. U a reduction is being p roposed, describe why lo t size and soil conditions are optimal: A= 1030 s q. ft. with 50% reduction TRENCH ES 66 g raveness ch amber units with reduction ---- 104 No. of Quick 4 Units 1237 sq. ft. w ith 40% reduction BED 80 g ra veness chamber units with reduction ---- 125 No. of Quick 4 Units Type of sys te m: [ ]Absorp tion tre nch es [ ]Absorption bed [ ]Gr avelless chambers [ ]Dry well [ ]See page Pi t [ ]Other (type) SETBACK FROM WELL, SPR INGS # of fee t = 281 SETBACK FROM POND, STREAM OR IRR IGATION DITCH # of feet = 231 SETBACK FROM DRY GULCH # o f feet = 206 M :\C REjobfiles\530 Orchard Lake\ISDS\LO DGE CREMODS 2007 May.xls Lodge 2007 • GARFIELD COUNTY ISDS DESIGN CALCULATIONS Colorado Nature Ranch Resort Area Facility: O rchard Lake Homestead Garage Average Daily Waste Flow State Review Required? Perc Rate 30 (1)(min/in) Design Flow Q= Daily Waste Flow (gpd) X 1.75 gpd Minimum Tank Capacity: 2299 gall ons (Q X 1.25) Abso rption Area (=Q/5 X SQRT perc ra te) A = 2015 sq. ft. of absorption area required __ ____;1:..:.3..:...0 gravelless c hamber units without reduction # of Perc H o les Require d : 3.0 1 in every soil type? __ _ Spaced uniformly over proposed a rea? __ _ A maximum 50% reduction is allowed for u se of deep gravel or graveUess chambered system, only if the lot s ize and soil conditions are optimal. If a reduction is being proposed, describe w hy lot size and soil conditions are optimal: A= 1007 sq. ft. w ith 50% reduction TRENCHES 65 g ra veUess chamber units w ith red ucti on ---- 102 No. of Quick 4 Units 1209 sq. ft. with 40% reduction BED 78 graveUess chamber units with reduction ---- 122 No. of Quick 4 Units Type o f syste m: [ ]Absorption tre n ches [ ]Absorption bed ]G ra v e lless c hambe rs [ ]Dry well [ ]Seepage Pit [ ]Othe r ______ (type) SETBACK FROM WELL, SPRINGS # of fe e t = 167 SETBACK FROM POND, STREAM OR IRRIGATIO N DITCH # of feet = 117 SETBACK FROM DRY GULCH #of feet = 92 M :\CREjobfiles\530 Orchard Lake\ISDS\LODG E CREMODS 2007 May.x ls Garage 2007 GARFIELD COUNTY ISDS DESIGN CALCULATIONS Colorado Nature Ranch Resort Area Facility: Orchard Lake Spa/Laundry/Museum Average Da ily Waste Flow State Rev iew Required? Perc Rate 10 (T)(min/ in) no Da ily Waste Flow (gpd) X 1.75 gpd Minimum Ta nk Capacity: 317 6 ga ll ons (Q X 1.25) Absorption Area (=Q/5 X SQRT p erc r ate) A = 1607 sq. ft. of absorption area required 104 gravelless ch amber u ni ts without re d uction ---- #of Perc Holes Req u ired: 3 .0 1 in every soil type? __ _ Spaced uniformly over proposed area? __ _ A maximum 50% reduction is allowed for use of deep gravel or gravell ess chambered system, onl y if t he lot size and soil con dition s a.re optimal. If a reductio n is being proposed , describe why lot s ize and soil conditions are optimal: A = 804 sq. ft. with 50% reduction TRE NCHES 52 gravell ess chamber units with reduction 964 s q . ft. with 40% reduction BED 62 graveness cham ber units with re duction -------- 81 No. of Q u ick 4 Units 97 No. of Quick 4 Units Type of sys tem : [ ]Absorption tren ches [ ]Abso rption bed ]Gravell ess ch am bers [ ]Dry well [ ]Seepage Pit [ ]Oth er ______ (type) SETBACK FROM WELL, SPRINGS # of fee t = 223 SETBACK FROM POND, STREAM OR IRRIGATION DITCH #of fee t = 173 SETBACK FROM DRY GULCH # offeet = 148 M :\CR Ej obfiles\530 Orchard Lake\I SDS\L ODGE C REMODS 2007 May.xls Sp alaundryMuseum 2007 GARFIELD COUNTY ISDS DESIGN CALCULATIONS Colorado Nature Ranch Resort Area Facility: Orchard Lake Cabins Average Da ily Waste Flow State Revi ew Required ? Perc Rate 10 (T)(min/in) Design Flow Q= Minimum Tank Capacity: Absorption Area (=Q/5 X SQRT perc rate) 2078 gallons (Q X 1.25) A= 1051 sq. ft. of absorption area required ___ ....:.6.:....8 gravelless cha mber units without reduction # of Perc Holes Required : 3 .0 1 in every soil type? __ _ Spaced uniformly over proposed area? __ _ A maximum 50% reduction is allowed for u se of d ee p gravel or gravelless chambered system, only if the lo t size and soil conditions are optimal. If a red uction is being p roposed, d escri be w hy lot s ize and soil conditions are optimal: A = 526 sq. ft. with 50% reduction TRENCH FS 34 gravelless chamber units wi th reduction ---- 53 No. of Quick 4 Units 631 sq. ft. with 40% reduction BED 41 graveness chamber units w ith reduction ---- 64 No. of Quick 4 Units Type of syste m: [ ]Abso rption trenches [ ]Absorption bed ]Gravelless chambers [ ]Dry w ell [ ]Seep age Pit [ ]Other ______ (type) SETBACK FROM WELL, SPRINGS # of fee t = 153 SETBA CK FROM POND, STREAM OR IRRIGATION DITCH # of fee t = 103 SETBACK FROM DRY GULCH #of fe e t = 78 M :\CREjobfiles\530 Orc hard Lake\ISDS\LODGE CREMODS 2007 May.xls Cabins 2007 Water Use Demands Washing Machines Top Loading 55 gal/load tampa Top Loading 40 gal/load denver/tuffs Top Loading 50 gal/load avg epa Front Loading 25 gal/load tuffs Showers Length Avg 6.3 min tampa Flow 5 gpm 32 gal/shower tampa Flow 2 gpm 13 gal/shower tampa Length Avg 8 min denver Flow 2.2 gpm 18 gal/shower denver Amount 25 gal/shower epa Amount 15 gal/person/day cdphe Toilets Flushes Avg 4 per day/person tampa Amount 5 gal/flush 20.0 gpd tampa Amount 1.6 gal/flush 6.4 gpd tampa Flushes Avg 3.5 per day/person epa Amount 4.3 gal/flush 15.1 gpd epa Amount 25 gal/person/day cdphe Dishwasher Amount 15 gal/load tampa Amount 7.9 gal/load denver Amount 1.5 gal/load, warewasher green Hotel Amount Low 40 per day/guest epa Amount High 60 per day/guest epa AmountAvg 50 per day/guest epa Employee 11 average epa Amount 75 per room w/bath cdphe Hotel, Resort Amount Low 40 per day/guest epa Amount High 63 per day/guest epa Motel Amount Low 24 per day/guest epa Amount High 40 per day/guest epa Restaurant Amount 3 per meal, avg epa Amount 9 per customer, avg epa Amount 50 per seat cdphe Amount 25 per seat, paper only cdphe Rooming House Amount 40 per resident epa Amount 50 per resident cdphe Resort, Luxury Amount 125 per person cdphe Resort, Night/Day Amount 50 per person cdphe Resort, Apartment Amount 60 per person, avg epa Resort, Cabin Amount 40 per person, avg epa Camp, Luxury Amount 90 per person, avg epa Amount 125 per person, avg cdphe Dining Hall Amount 8 per meal, avg epa Visitor Center Amount 5 per visitor, avg epa Country Club Amount 106 per member, avg cdphe Amount 30 per member cdphe Office Amount 14.5 per employee, avg epa Amount 15 per employee/8hr shift cdphe li 'I 1! J j ' l ' l h J :q~ ' ' iJj ~ l l ~ ,, ·" \ ' ~ ' 'l I I I ~----; ,(. ~~~ ! l ~ • a ~ ~ ~ g w c ! i a \- ' ,, " ' j ' l n ' p ~ £ 1 j i ~ p d l ' ~ • a rn ~ § < :~ ~ a ~ m § '5 i ~: §~ ' ,,-l d ~ ' !> ' '' .. "> g<J ~;; ' '' ~h "'. ~ ... ~ ~ i~ hl ' ' !ly ~£~ ti:ff ". ,, l ;•" ,u }ti'> ~; 1 ,; ' ; " ~ t I' ~ • 00 2 ~ " ~I " !I I· ~~ N! (f) 4" PVC Inspection Port Install in Irrigation Valve Box. 4" Notch to be cut in lnfiltrotor and secured with screws. Finished Grode Ouick4 lnftftrator Trenches Shall be I Unit Wide x 22 Units Long 6 Trenches for a Total of 132 Units ••. .(l •• Stub 4" SDR 35 Sewer Pipe into Infiltrator Unit and secure with sere ws. 8 Scarify Excavated Leaching Surface (Keep Heavy EqJipment Out of Excavated Area}. Entire Leaching Bed Surface to be Level Within 0. 1 feet. Typical lnfiltrabr® S ide Section Detail SCALE: N.T .S. f Finish Grade -:1 ~ 24"rt! Manhole Frome & 3'' HOPE Pip Pump Approx e from Station 1600: • Wire Install Tracer wi th HOPE Pipe Pump St from at ion. " I 6' t ~o&~:~r i bution Box shal l be constructed with t he in l et invert at least 1 inch above _t he_ le~el of the · outlet invert. The outlet inverts shall be 3 to 6 inches above the floor of t h e D1stnbutmn Box. 2 . Septi c Tank: t 1 t 10 a .) Th e dist ance from the outl et invert to the un d erside of the tank top shall be a eos inches. d th t k l-24'- 4.50' Min / 48 "¢ Vault/Manhole ~ 4" SDR 35 Pipe / Distrib ution Box Approx . 10o : • r 1 \~~~::;~s:~~j~ .~:.~~~~.:.~~~·;.:~~::t ~~-~.::·~-'~:-~--~~~:.:_~~~:~:.~-~E~~-~/~~-~:E~;_·;:~2/ 8 Concrete Drop Bo x Detail SCALE: 1" = 2' Co v er Bas e to b.) Liquid depth shall be a min. of 30 inches and the max. depth shall not excee e an length or 60 inches , whichever is less. . . 0 ,. 2" •' -~1-iiiiilllll c.) The vo lume of the first comportment shall hold no l ess t h an 2/3 of the requ 1red effect1ve capacity, unless otherwise noted. . . ) The transfer of li quid from the first compartment to the second shall be mode at a l1qu 1d d. depth of at l east 14 inches below t~e outle~ invert but not in the sludge zone. . tank or .3. Roof drains, foundation drains, area dra1ns or c1stern overflows shall not enter the sept1c GRAPHIC SCALE any pod of the disposal system. t b d 4 . Bends in the building sewer shall be limited to 45" ells or lot~ sw~ep qu~r. er 0 ;n s. 5 . Sch . 40 PVC is required whenever the build ing se;;,er is l ~ca t e k un er a nvew · 6. No enclosed structure shall be constructed over \e sdepfllc tan . ff ter away from the 7. The final cover over the trenches shal l be graded o e ec run-a wo disposal area. . . . and all wastewater facilities are to be field staked by 8. The locations for tanks, piping , leach f1elds, owner /con t ractor and verified and approved by engineer prior to constructi on. Alarm (typ} Pump r-v----Control Panel (typ) - 6054'-0'-lst Floor Double Clean-Outs w/Removable Caps on line from Kitchen to Grease Trap and on line from Gues . Accommodations to Septic Tank. r"<" Bi-Directional C/eanouts may /Je substituted. /Finish Grade 6051'-t ~in ish Gracie WI 'L ~""-6" min. (lyp) / Con Caver (typ} !""- 1-v 2irt! Riser Sections (lyp} Inlet and Outlet ~ Pipes to be Sealed ~ + ~-with Waterproof ----Material (typ) 1 I .J I I f..-f--I -------------------------------------------.1 lo I I I II ' I I > _(j I -------------------------------------------- '" -.... " " Inlet Invert she be 1'-at least 3" H1~r than the Outlet lnvo Actual Invert E/evat1on of 4" SOR 35 Sewer Pipe ipe leaving building unknown (min. Slope = 2%) pending mechamcol des1gn . Line from Kitchen to Grease _j ~ 1500 Gallon Trap shown. Line from Guest Grease Trap '-Accommodation to Septic Tank p not shown. .... I> f- !"-- L- -- 8 Hole Cone . Distribution Box w/ Baffle. Bed on 6" C/. 6 Base Course Compact Base to 95% Modified Proctor. 4" SDR 35 Pipe From Drop Box Install Poly/ok Equalizer at Inlet of Each Feeder Pipe. To Lost Trench Standard 48" MH Section w/Cover supported on concrete blocks. r Cone. Cover (typ} / 8 Distribution Box Plumbing Detail SCALE: 1• '"' 2' 48" Concrete Manhole Cone Supported on Concrete Block Concrete Block as necessocr~ 4' SOR 35 Sewer Pipe to Trenches~ r • --- I © Concrete Oislnbution Box ~ 18" Approx I -J -• /~'\ Concrete Distribution Box Detail \..._/ SCALE : 1" = 2 ' r Cone. / v20"¢ Riser Seclns (lyp) 20"¢ ~ (lyp} - - rJH --<I I j> f"" "' Inlet Inverts shall be - Cover (typ) Riser Sections I Inlet Inverts shall be 1'-at least 3" Higher than "-at least 3" Higher than 14" min. the Outlet Invert the Outlet Invert L'T 250(J;a/!on Sep/J Tonk Inlet to tee at _/ 1500 Col/on (Unoiied} -Tank mid-elevation Septic of tank. (Divtded} The proposed construction Is for the 10 bedroom Orchard Lake Lodge facllty capable of accomodatlng 19 guests. The Orchard Lake Lodge will i nclude a kitchen and appurtenances for guest services. The basement Spa and Laundry facilities will be routed to an alternate wastewater disposal system. For this type of facility, a 1.75 peaking factor is being used fo r the ISDS design. Per discussions with Garfield County Health Department S leeping Facilities, 19 Overnight Guests: Common A reas, 19 Overnight Guests: Common Areas, 29 Day Use Guests: Kitchen Uses, 19 Overnight Guests: Kitchen Uses, 29 Day Use Guests: average dally waste flow of 50 galJguest average daily waste flow of 7 galJguest average daily waste flow of 7 gaiJguest average daily waste flow of 12 gai J guest average dally waste flow of 12 ga iJguest Total Average Dally Waste Capacity Flow Average Dall y Waste Design F low = 1 .7 5 x Average Dally Waste Capacity Flow 1.75 X 1862 gpd = 3259 gpd = 950gpd = 133gpd = 203gpd = 228 gpd = 348gpd = 1862 gpd Minimum recommended concrete septic tank size= 4000 gallons (1862 • 1.75 peak • 125 day detention) Percolation testing was performed by Colorado River Engi neering, Inc. Results of percolation testing were as fo llows: Percolation Rate 1: Percolation Rate 2: Percolation Rate 3: Percolation Rat e 4: To Last Trench 11 m in /In 5 min /In 24 m in I in 16 min I in Removable Avg. Percolation Rate: 14 m in lin Design Peroolation Rate: 15 m in I in The required absorption area (A) for a normal gravel type leach area Is calculated using the following formula: A= Design Flow x ./Ave. Percolation Rate 5 Therefore , A= 3259 x .;'15 5 A=2524sf Garfield County Building & Planning Department allows a maximum reduction of 50% of the required leaching area for a gravelless type design In a Trench oonflguratlon. This system will be a Trench oonilguration, Therefore the required Absorption Area= 2524 sf x 0.5 = 1262 sf Required number of Standard Infiltrator Units= 1262/15.5 = 8 1 units Required number of Qulck4 lnflltrator Units = 81 units • 1.5625 = 127 units There shall be 6 Trenches with each Trench being 22 units long for a total of 132 Ouick4 units for unnormlty • Minimum Horizontal Setbacks: Setback from Wells: 281 ft Setback from Creek: 231 ft Setback from Dry Gulch: 206ft The above designed ISDS shall be Installed satisfying all mini mum setbacks and design standards as descrtbed by Garfield County Building & P la nning Department ISDS regulations, and according to all manufacturers specifications and recommendations. The Lodge Area Facilities are served by prtvate water well. The soil testing has been oonducted In accordance with generally accepted procedures. The ooncluslons submi tted for this design are based upon the data obtained from the soil pits excavated at the locations shown on site plan. Test pits are at random locations and soil types may vary w ithin the leach area. If durtng oonstructfon the leach trenches are moved from the location as shown. Colorado River Engineering, Inc.. is available to conduct site visits during construction to observe exposed soil types _ J6" X JQ" Carbon Filter Vent to be located in irrigation ~ valve box with cover (typ) 1\ L!-~ 48' 1 4.50' Min To Pump n To Filter Control Pone/ 'tF Alarm J ,... I II). ~~ I ~ 8" Zobel Outlet Flit~ 6.50' Min 2400 gpd, 1/16 '; f-~ w/alorm or equal. II Both ON \. I \. 48'¢ Riser 1r needed, wit Sections as h exterior cooling, (typ) waterproof 3" 1-1 OPE Pipe op Box /To Dr Appro X. 1600: ~Instal with I Tracer Wire HOPE Pipe to Box. Drop Joints to be ''Rubberneck" for water lig sealed with or equal hi seal (typ) -~J;:,~ ~.1-i..R~.R.R fOLI-. -'1-~Jli..foi..R Pi.R.Fi.FV'V"i.l'i..-"'i. ~JJJJ~ '1...<-. ii ~-"'i.foi.~Jli._Jli._J<i.J<i.Jli._~J<i.Jli._~. 6" Cl. 6 Bedding / High Alarm ILJ 1.00' Min 48'¢ Vault w ith exterior oating. / waterproof c Graded Level Compact Base to 95% Modified Proctor Density (typ} These draw ings hove been prepared fo r the client identified on the design sheet titleblock. Unless these drawings bear a signed enginee r s seal, they may be used on ly ol owners sole risk. 4" SOR 35 Sewer Pipe To Septic Tonk oi\E GIS~ 4" SDR 35 Sewer Pipe (min. Slope = 2%} ~(j ., ...... ,.J-9(: '-To Septic Tank (typ) ./'f'\€-R .v,-"1:···. 0 One line from Kitchen o .··oq 1-~·-(min. = 2%} Grease Trap and one line Concrete Septic Tank DEail o''@.(;/ /Y'-~\ Slope 8 u. . from Guest Accommodations. ~~ 0 s19 1 a:: SC'ALE: Not to Scale \ o 3 : lu . oz '!.f .. ,;·,· .. , 1-7-........ & -s>o •• •. '<-" :<-~:ssiciii"\.. 5-" ~-.------Th_is_Dr_a_w_i_n:;g'"'N-:-o:-t:-Vccat.,.id::-U_nl_e_ss_L_a_te_s_R_e_v_is_io_n_I_ru_·t_ia,ls_AI;:;;;-e-Hran"'d"wn::;:·tA;;;;;;:;;;;:;~Tn;;;;:--t-Ori-·g_i_n•_I_Dm_w,in_g-,;Prt;;ep~•,ra_tiy:o;;;n~ c-, .. QL_Q:D_ A,JllQr __ ,-.·.1 N De scri ption By Date Approved Date By Da te ][\~ o. z:~ed MH Sep 07 Q.rvER_ Client Appd. L I> 6 I N E £. ~~ I .N ti ~~··.r r~r .JX ki !J ON u 1.60' Min )&_ OFF l ~ j_ r _.... __.......-- (2) 50 gpm min each ..--Effluent Pump s w/guide but1on Box. roils. To Distn l 6' ~~~ ~·~~~\~s .~:~~~: ~.:-~~~-~~ ~~~: ~~-1::·~~-~~~~:.~~::~=-~-~s~;-~~~::.:.~~~:;~~~ 21 CLLENT Kessler Enterprises, Inc. PO Box 1301 C I d N t R h I Rifle , co 81650 o ora o a u re anc , nc. SHEET TITLE Orchard Lake Lodge Guest Accommodations ISDS Tel97~25-4933 Orchard Lake Lodge, LLC Fax97~25-4564f--------------~~------+---------------------4 PROJECT 530-CNR Orchard Lake Lodge FILE M:\Land Projects R2\530-ManagerShePian\All SYSTEMS ISDS.dwg SHEET NO. 1 OF 2 81 Revision & 4" PVC Inspection Pori Install in Irrigation Valve Box. Ouick4 Infiltrator Trenches Shall be I Unit Wide x 22 Units Long 4" Notch to be cut in Infiltrator and secured wi th screws. Finished Grade 6 Trenches for a Total of 132 Units ...... <l . •. . ,' .q · . .. 1~ ,f • . ~·. 4 ·, .. :t... :Q •• • .... -~. " • ··-~~a~kf!if wt~h Exca~~ted So1is . · ·~. : . · ' (5_ee, lnfilt;ator ;n,stol/a lio~; :nstr~clions) • , • , ' '. < ' . . . . . . . - Stub 4 " SDR 35 Sewer Pipe 1nto Infiltrator Unit and secure with screws. Scarify Excavated Leach1ng Surface (Keep Heavy Equipment Out of Excavated Area). Entire Leaching Bed Surface to be Level With1n 0. 1 feet. 0 Typical Infiltrator ® S i de Section Detail SCALE: N.T.S . Notes: 1. Distribution Box shall be cons t ructed with the inlet invert at least 1 inch above the level of the outlel invert. The oullet inverts shal l be 3 to 6 inches above the floor of the Distribution Box . 2. Septic Tank: a.) The d ista nce from t he outlet invert to the underside of the lank t op shall be at least 10 inches. b.) Liquid depth shall be a min. of 30 inches and the max. depth sha ll not exceed the tank leng t h or 60 inches, wh i chever is less . c.) The vo lume of the first compartment shall hold no less than 2/3 of the required effective capacity, unless otherwise noted. . . d.) The transfer of liquid from the first compartment to the second shall be made at a liqu id depth of at least 14 inches below the outlet invert but not in the sludge zone. . 3. Roof drains , foundation drains, a r ea drains or cistern overflows shall not enter the septic tank or any pa r t of the disposal system. 4. Bends in the building sewer shall be l imited to 45" el l s or long sweep quar_ter bends. 5. Sch. 40 PVC is requi red whenever the building sewer is located under a dnveway. 6. No enclosed structure shall be constructed over the septic tank. 7. The final cover over the trenches sha ll be graded to defl ect run-off water away from the disposal area . . .. 8. The locations for tanks. piping, leach fields, and all was t ewater faCilities are to be fie l d staked b~ owner /contractor and verified and approved by engineer prior to construction . 24 "¢ Manhole Frame & Cover Alarm (ty, p) 48" Concrete Casing Supported on Concrete Block Concrete Distribution Box Concrete Block as necessary 4' SOR 35 Sewer Pipe to Trenches 1----48'--- I L----' I Concret e Distribution Box Detail SCALE: 1 ~ = 2' 4.50' Min \ 0 w/ Baffle. Compact Future Museum Connection. 4" SDR 35 Copped 8 Hole Cone. Distribution Box Bed on 6" Cl. ·5 Base Course Base to 95% Modif!"ed Proctor. Standard 48" MH Section w/Cover supported on concrete blocks. \_ Ouick4 lnft!tralor Units (typ) Ouick4 End Cap Unit (iyp) Stub Pipe Into lnfiltratar Unit and secure with sere ws J'' HOPE Pipe From Septic Tonk Effluent Pump w/Bushing Install Tracer Wire with HDPE Pipe from Effluent Pump. Install Polylok Equalizer at /o/et of Each Feeder Pipe. 4" SDR 35 Sewer Pipe To Last Infiltrator Trench SCALE: 1· = 2' Distribution Box Plumbing Detail 0 , .. 2" The proposed ISDS construcUon i s intended to serve a Spa and Laundry facility In the basement of the Orchard Lake Lodge building with the wastewater from a future Museum building also disposed of at the Spa/Laundry wastewater disposal area_ The Lodge kitc hen and guest accomodations will be routed to an alternate wastewater disposal system. For this type of facility, a 1.75 peaking factor is being used for the ISDS design. For wastewater design pu rposes, it is assumed each of the 48 guests on the ranch may use the Spa facility on any given day with each guest usi ng up to 10 gpd. It is also assumed that there could be up to 4 employees with each using up to 15 gpd. The laundry Is assumed to process up to 12 loads per day with each load generating 40 ga llons of wastewater. The future wastewater demand for a possible Museum/MeeUng facility has been estimated based on the assumptions that each of the 48 guests may visit the Museum on any given day and each could use up to 9 gpd. Therefore, expected sewage flow: 48 guests each using 10 gpd 48 guests each using 9 gpd 12 load/day of laundry at 40 gal/load 4 employees each using 15 gpd Average Da ily Waste Capacity Flow = 480 gpd /Spa = 432 gpd/Museum = 480 gpd/Laundry = 60 gpd /Emp loyee = 1452 gpd Average Daily Waste Design Flow= 1.75 x Average Daily Waste Capacity Flow 1.75 X 1452 gpd = 2541 gpd Minimum recommended concrete septic tank size: Spa Mu seum = 2230 gallons (1020 • 1.75 peak '1.25 day detention) = 945 gallons ( 432 • 1 JS peak • 125 day detention) Original percolation testi ng revealed a soil percolation rate of greater than 5 min/In due to shallow gravel lens encountered in trench bottoms. Colorado River Engineering, Inc. will perform additional percolation testing in the constructed tren ches. The eng ineer may authorize the importation and rnstallation of select soil from the Orchard Lake Lodge in the trenches for the Spa/Laundry ISDS. This design, if necessary will then be adjusted using the resulting average In-situ percolation rate. Results of percolation testing and design adjustments will be forwarded to Garfield County for inclusion in the as-built drawings. A design percolation rate of 10 minnn has been choosen for this system. The required absorption area (A) for a normal gravel type leach area is calculated using the fo llowing formula: A= Des ig n Flow x -.)Ave. Percolation Rate 5 Therefore, A= 2541 x ~ 5 A=1607sf Garfield County Building & Planning Department allows a maximum reduction of 50% of the requ ired leaching area for a gravel less type design In a Trench configuration. Th is system will be a Trench configuration, Therefore the required Absorption Area = 1607 sf x 0.5 = 804 sf Required num ber of Standard Infiltrator Units= 804 I 15.5 =52 units Requ ired n umber of Qulck4 Infi ltrator Units= 52 units • 1.5625 = 81 units There shall be 4 Trenches with each Trench being 21 units long for a total of 84 Qulck4 units for uniformity. Minimum Horizontal Setbacks: Setback from Wells : 223 ft Setback from Creek: 173 ft Setback from Dry Gulch: 148 It The above designed ISDS shall be installed satisfying all minimum setbacks and design standards as described by Garfield County Building & Planning Department ISDS regula tions , and according to all ma nufacturers spedfications and recommendatfons_ The Lodge Area Facilities are served by private water well. The soH testing has been conducted i n accordance with generally accepted procedures. The conclusions submiHed for this design are based upo n the data obtained from'the soil pits excavat&d a~ the locations shOIMl on site pla n. Test prts are at rando m /ocatrons and soil types may vary wJthfn the leach area. If durfng construction the leach trenches are moved from the location as shown, Colorado River Engineering , Inc. is available to conduct site visits during construction to observe exposed soil types. F-~ Pump Control Pone! (typ) 0 GRAPHIC SCALE Select fill material to be excavated from Lodge area and distributed in bottom trench to a minimum depth of 24 Inches. Material Is to be placed In 12 Inch lifts with minimal compaction effort to evenly dlstrtbute material In bottom of trench. Compaction effort shall consist of even pressu re by "fiat" area of excavator or back hoe bucket without point loading . The fill material is intended to simulate the state of the material prior to excavation. Percolation tests will be performed in each trench after placement of select fill material and design adjusted accordingly. I- 6044 '-0' -- 6042 1 -10"" -- Actual Invert Elevation of pipe leaving building unknown pending mechanical design. 6054'-0 ' --1st Floor 6051'-8' L 4" SDR 35 Sewer Pipe (min. Slope = 2%) Line from Basement to Lift Slot,on. These draw ings have been prepared for the client identified on the design sheet titleblock. Unless l hese drawings bear a signed eng ineers seal, t hey may be used only at owners sole risk. Double Clean-Out w/Removable Caps. Bi-Directional C/eanouls may be substituted. / Finish Grade r Cone. Cover (typ) 6" m1n. cf_typ.F;) ===:;;1/ 36 "¢ Manhole Frome & Cover 3 .oo· Min v 20"¢ Riser Seclicns (typ) To Pump Control Pone/ 2" Thick by 2' Wide closed r cell polys/rene Insulation l=~..rj·~"J~.;~ii~~:;-_j_!l ; centered over pipe. FJIII."t_J-t::1 lc!=Fl==T 12~ MIN. lc!=Fl==j_ 14.27' Approx \_ -1--t-tt-H s· ------! ON 7.6o' M1n t-1-1 OFF I Lift Station Det ail 0 SCALE: Not to Scole ~ Inlet and Outlet Pipes ~ to be Sealed with Waterp r oof Material (typ) 48"¢ Riser Sections as V needed, with exterior waterproof coating, (typ) No. 1\ A \_ 2 " HDPE Pip I'\~ [\ Inlet Inverts shall be f'\-at least 3" Higher than the Outlet Invert 2500 :Jollon Septic Tank (Undiided) 6" Bedd1ng Malena!: (typ) 1-1/2" Minus Gravel compacted to 95% Modified Proctor Density. Th is Drawing Not Valid Unless Lates Revision Initials Are Hmdwritb Description By Date Approved -+ r Cone. Caver (typ) I N------1'1! ./" 20 "¢ Riser Sections v {iyp) 1"J~ i 1-;;o f-_<*Ur-L--'-----.LL,+I I)"'-l 1 r 1'\f- 14" m1n. L, Inlet to lee at _/ mid~e/evation of lank. f\ Inlet Inverts shall be 1-at least 3" Higher than the Outlet Invert 7500 Gallon Septic Tank (Divided) r E Removab/e~orbon Filler Vent to be ,cated i'n Irrigation ~ valve be with cover (iyp) ""- To Filler -~====;tl Alarm 1----48' -----j To Pumpr~WJ·~~==== Control Panel rtJ' 1 4.5o' Mtn I/ 48"¢ Riser Sections os v-needed, with exterior waterproof coattng, (typ) 3" HDPE Pipe to r Distribution Box _jrt--J+f=ff==-.._l]rQ;~~~~::/;;;;;;::::A~pprox. 800~ t-e----t.r------+-1, L lnsto/1 Tracer Wire Ill 1\ with HOPE Pipe to - 8" Zabel O!et Fill~ 2400 g, 1/16': w/alarmr equal. High Alarm-Both ON D Distnbution Box. 1.00' M1n 1-+-..j Jo1nts to be sealed with "Rubberneck" or equal ON for water tight seal (typ). 7.60' M1n i---1'----.j ~ 48"¢ Vault with exterior ~ waterproof coattng. OFF L lk (2) 40 gpm m1n each It"'{. l:£..RJ5i.J>ifi'ifi'i~-'"i.L. ~~. Inlet and Outlet Pipes to be Sealed with Waterproof ~ Material (typ) 4" SDR 35 Sewer L Pipe To Septic Tank (m1n. Slope = 2%) Concrete Septic Tank Detail SCALE: Not to Scale Original Drawing Preparation Date By Date Dn~wn MH Sep07 Checked Approved Client Appd. E :'I ~; I N 1:: J~ It I ~-G I!.C11I .r O <I ~T~r: _--Effluent Pumps w/guide L r ~ rails. To Distnbution Box. PO Box 1301 Rifle , CO 81650 CUENT 6~ \~l~~s=~;]s .~:.{;~~.:.5~~~~~~.::2~~-i::::,:·~:-~~-:~=-~(.=~:-~.::Ez~-~~~~.:-~:~i-~~~~12/ t Keser Enterprises, Inc. SHEET TITLE Color~o Nature Ranch, Inc. Orchard Lake Lodge Spa/Laundry ISDS Tel970-625-4933 Orctrd Lake Lodge, LLC Fax970-625-4564~~~------------------~~----------~~------------------------------------~ PROJECf FILE 5 30-C N I 0 rch a rd Lake Lodge M:\Land Projects R2\530-ManagerSI!ePi an\ALL SYSTEMS ISDS.dwg SHEET NO.2 OF 2 S2 Revision ffi