The URL can be used to link to this page

Home My WebLink About2902 West Lake Creek Rd - 210530101001 - 2311-03IS - 2621-07 - IS-159096INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH. DIVISION . Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INST.4LLATION SITE. PERMIT# 2311-03 BP# 15312 OWNER: S. ROBERT LEVINE PHONE: 978-521-2288 MAILING ADDRESS: 120 AVIATION AVE., PORTSMOUTH, NH 03801 APPLICANT: BRIAN REDINGER PHONE:970-926-9077 SYSTEM LOCATION: 2902 WEST LAKE CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-301-01-001 LICENSED INSTALLER: ARENA EXCAVATING, STEVE JEWETT LICENSE NO.37-03 PHONE: 970-328-3477 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION GRANTED FOR THE FOLLOWING: REPLACEMENT OF EXISTING TANK AND CONNECTION OF THE WARMING HUT TO EXISTING LEACH FIELD, AS PER ENGINEER'S DESIGN REVISIONS DATED 7109/04. 1000 GALLON CONCRETE 2 COMPARTMENT TANK AS A REPLACEMENT FOR EXISTING PLASTIC TANK SPECIAL INSTRUCTIONS: INSTALL A CLEANOUT BETWEEN THE TANK AND THE WARMING HUT AND ONE FOR EVERY 100 FEET OF EFFLUENT LINE. DOUBLE ENCASE ALL ROAD CROSSINGS AND MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE NEW LINE HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: JANET KOHL DATE: DULY 15, 2004 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104,1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. EXISTING ABSORPTION OR DISPERSAL AREA: 496 SQUARE FEET (VIA 16 STANDARD INFILTRATOR UNITS ) INSTALLED 1000 GALLON PLASTIC SEPTIC TANK LOCATED 50 FEET FROM THE NEW CLEANOUT COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON AUGUST 23 2004. THIS SYSTEM IS DESIGNED TO ACCOMMODATE A THREE BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. n ENVIRONMENTAL HEALTH APPROVAL DATE: AUGUST 23, 2004 ®®®®®®®m®m 4, 1 MEMO FAREME®® mmmmm-®®-® PMECT NC.: LKP Engineering, Ina GRAIN -SIZE DISTRIBUTION RGUREm .. 04074 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMITMUSTBE POSTED,4TINSTALLA TION SITE. PERMIT# 2311-03 BP# 15312 OWNER: S. ROBERT LEVINE PHONE:978-521-2288 MAILING ADDRESS: 120 AVIATION AVE., PORTSMOUTH, NH 03 801 APPLICANT: BRIAN REDINGER PHONE: 970-926-9077 SYSTEM LOCATION: 2902 WEST LAKE CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-301-01-001 LICENSED INSTALLER: ARENA EXCAVATING, STEVE JEWETT LICENSE NO. 37-03 PHONE: 970-328-3477 DESIGN ENGINEER: PHONE NO. INSTALLATION GRANTED FOR THE FOLLOWING: CONNECTION OF THE WARMING HUT TO EXISTING SYSTEM SPECIAL INSTRUCTIONS: INSTALL A CLEANOUT BETWEEN THE TANK AND THE WARMING HUT AND ONE FOR EVERY 100 FEET OF EFFLUENT LINE. DOUBLE ENCASE ALL ROAD CROSSINGS, AND MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE BUILDING CER- TIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE NEW LINE HAS BEEN INSPECTED AND APPROVED. ENVIRO NMENTAL HEALTH APPROVAL:Jd DATE: OCTOBER 16,2003 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104,1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA INSTALLED TANK: GALLONSISLOCATED DEGREES AND FEET— INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: $EP-30:-,,:_:1003 03: 10P FROM: EAr_qLE COUNT)' ENV HER 9703288789 TO:99269081 P, 4/ 5 Incomplete Applic ations Will NOT Be Accepted (Site Plan WT,9T be atl-ached) ISDS Permi t # Building Permit # 14� /j, APPLI CATION FOR INDIVIDUAL sE WAGE: DISPOSAL SYSTEM PERMIT 13NVIRONMENTAL HEALTH�OFFICE - EAGLE COUNTY P- 0. BOX 179 EAGLE, Co 81631 Eagle (970)328-8755, Fax (970)328-034-9-, El Jebel (-9_70)_927-:38,., FEE SCHEDULE APPLICATIoN FEE $350.00 THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, SOIL PROFILE OBSERVATION) AND FINAL INSPECTION ADDITIONAL FEtS MAY BE CHARGED IF A REINSPECTION IS,NECESSARy, OR A PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE'$85.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER,' PROPERTY OWNER: S. Robert Levine MAILIgG ADDRESS: 120 Aviation -Ave. Portsmouth, NH 03801pHONE.. 978-521-2288 APPLICANT/CONTACT PERSON: Brian Re-dinger 970-926-9,07,7 PHONE: LICENSED SYSTEMS CONTRACTOA:Arena Excava-tion PHONE: 970-328-3477 COMPANY/DBA: I Thomas Warner Const. ADDRESS:P_O_ Box 1921,,Ed-wards, CO 81632 PERMIT APPLICATION IS FOR: NEW INSTALLATION (X) ALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Part of S113 NEI /4 NEI 14 Seci-ian__Rn., Range 82 West, Eagie eut2lity Tax Parcel Number: 210530101001 Lot Size: 19.36 acres Physical -Address: 2902 West Laki- BUILDING TYPE: (Check applicable category) Residential/Single Family Number of Bedrooms Residential/Multi-Family* Number of Bedrooms Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (X) Well Spring Surface Public Name of Supplier: APPLICANT SIGNATURE: Date: AMOUNT PAID: RECEIPT'#: DATE: CHECK #: CASHIER: 7w�:"p - DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eagli---county.com DATE TO: FROM RE: RAYMOND P. MERRY, REHS Director EAGLE COUNIY October 16, 2003 Arena Excavating & Development Environmental Health Division Issuance of Individual Sewage Disposal System Permit #2311-03. Property Location: 2902 West Lake Creek Rd., Edwards, CO., Levine warming hut. Enclosed is your ISDS Permit 92311-03. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions, which may have been placed on the permit. Do not back rill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $47.00 must be paid before a reinspection is made. Due to the onset of inclement weather, all installations must be completed prior to December 1, 2003 in order for Eagle County Environmental Health to perform a final inspection. In the event that inclement weather interrupts your installation, please cover the installed components with plastic sheeting so that they are not covered with snow and are visible for the inspector. All field work will resume, weather permitting, on March 15, 2004. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS Permit # 2311-03; ISDS Final Inspection Completeness Form OLD COURTHOUSE BUILDING, 551 Broadway, RO. Box 179, Eagle, Colorado 8 1631-0179 f..r. { LKP Engineering, Inc. CIVII,/GEOTECM UCAL June 25, 2004 Mr. Charles Morrison MCMC LLC 225 Main Street, G-003 Edwards, CO 81632 Dear Chuck: RE: Open Hole Observation/Foundation Investigation Trail Shelter 2902 West Lake Creek Road Eagle County, Colorado Project No. 04074 At your request, on June 24, 2003, we visited the construction site for the trail shelter at 2902 West Lake Creek Road, Eagle County, Colorado. The purpose of our site visit was to observe and test the soil exposed in the foundation excavation for proposed duplex. The excavation consisted of a perimeter trench, for a proposed building of about 16 feet by 16 feet. The cuts ranged from about a foot at the northwest corner of the excavation to about 4 feet at the southeast comer. The excavation was south of the demolished, old, three -bedroom residence. The soil exposed at the bottom of the excavation consisted of sandy gravel with cobbles. Soil sample taken from the foundation excavation was tested for a natural moisture content and grain -size distribution. The foundation subgrade is suitable for the design bearing capacity of 2000 psf. - The natural on -site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab -on -grade construction. They should backfill over -excavated soft spots and other under -slab fill with the on -site soil, free from topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D- 698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of -3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab -on -grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 50 pcf for an "at -rest" condition. Laterally unrestrained structures, retaining the on -site earth, should be designed to resist an equivalent fluid density of 30 pcf for the "active" case. P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax Mr. Chuck Morrison Page 2 - Project No. 04074 June 25, 2004 The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain. The foundation perimeter drain should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The drain pipe should be covered with a minimum of 6 inches of -3/4-inch free -draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free -draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and down spouts should extend and discharge beyond the limits of the backfill. This report has been prepared according to locally accepted professional geotechnical engineering standards. There is no other warranty either expressed or implied. Sincerely, LKP Engineering, eP=ska, F President Enclosure CADocuments and SettingsUdministrator\My Documents\WP10-LKP\04074opengr-fiid.wpd LKP Engineering, Inc. Eagle County Building Division BUILDING PERMIT APPLICATION P.O. Box 179, Eagle CO 81631 JurisdictioKIr# EAGLE COUNTY 1 Phone:970-328-8735 Inspection Request Line: 970-328-8106 Inspection Request FAX Line: 970-328-7185 F JOB ADDRESS: 2902 West Lake Creek Road PARCEL# 210530101001 LEGAL DESCR LOT NO. Metes BLK + Bound LFILING SUBDIVISION Bea r CaMp OWNER: MAIL SS ZIP PHON S. Robert Levine f2l` Aviation Ave. Portsmouth, NH 978-521-2288 CONTRAC AIL ADDRESS ZIP PHONE 970-926-9077 Qm Warner construction, LLC P.O. Box 1921,_Edwards, CO 81637 CONTRACTOR CONTACT PERSON: Brian R e d i n g e rCELL 9 ME9 0 7 7 FAX 9 2 6- 9 0 81 ARCHITEC .R ESIG R: MAIL ADDRESS PHONE LICENSE NO W. "Mueller Co. P.O. Box 2747, Vail, CO 81658 476-2627 25767 ENGINEER: same MAIL ADDRESS PHONE LICENSE NO USE OF BUILDING: XO RESIDENTIAL ❑ COMMERCIAL ❑INDUSTRIAL ❑.OTHER CLASS OF WORK: )P NEW a ADDITION D ALTERATION D REPAIR D MOVE o REMOVE DESCRIPTION OF WORK: Trail Shelter VALUATION OF WORK: $ 35,000 MAXIMUM OCCUPANCY LOAD: ACREAGE OR SQUARE FOOTAGE OF LOT: 19.36 TYPE OF HEATING: o GAS KELECTRIC o OTHER LOT COVERAGE: includes overhangs 400 s q f t WATER SOURCE: o PUBLIC XPRIVATE 1 SEWER SYSTEM: D PUBLIC cI fRIVATE IMPERVIOUS COVERAGE OF LOT: SPECIAL CONDITIONS: TOTAL FLOOR AREA OF STRUCTURE (SO. FT.) 360 s g f t NUMBER OF STORIES HEIGHT OF STRUCTURE ABOVE GRADE: 141 NUMBER OF DWELLING UNITS: NUMBER OF OFF STREET PARKING SPACES: DESIGN REVIEW APPROVAL: a YES o NO DATE: NOTICEII READ BEFORE SIGNING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL (HEATING, VENTILATING OR AIR CONDITIONING), THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, 01 FORM OF PAYMENT PERMIT FE RECEIPT NO. PLAN CHECK FEE C V, CHECK NO. O 91 TOTALFEE OL OTHER APPLICATION AC EPTED BY 1 PLANS CHECKED BY APPR VED FOR ! ISS Net BY / f W SIGNATURE 6NTRACTOR (DATE) D E bmz DATE 1 DATE // / SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) SITE PLAN MUST BE INCLUDED W H T S APPLICATION /,jl/_ �% S For site plan preparation instructions refer to Eagle County Site Plan Requirements White Copy -COUNTY Canary Copy - APPLICANT IPink Copy -ASSESSOR /A . 47i w uuIw± Akin CL1ft1k1=1=121k1f'- RFVIFW RIMS lLDER # Isi'suw a_%_ PRCL # .TD FLDR PRCL # NNER �, �oi3c%��-✓�•Jt LOT SIZE 'PLICANT T: R: Sect: 1/4: )CATION �%O Z Sri �C/,c'� Gvo/G CALCS. ACTUAL ALLOWED )NING Bsmnt 3DVSN 1st fir Road Impact Fee 2nd fir :GAL Lot: Block: Filing: Tract: 3rd fir >E RES COMM IND OTHER FAR -ASS NEW ADD ALT MOVE REMOVE LOT COV yo 0 #of Units _.#of BDRMS ,_,_#of Kitchens _#of Stories IMPRV GOV yo a SIDE -setback 7 12 MOR TO ISSUANCE: FRNT-setback 7 A :RMIT CONDITIONS: REAR -setback ;7 o;S- o�,D -ANNING APPROVAL: / / 2003 BLDG HEIGHT / Al VGINEERING APRVL: / / PARKING # REQ. ONTACT: Sewer: Public Private Water: Public Private Heat: Gas, Elect., Other COMMENTS: __- Project Filename: C:\Program Files\Elite\Rhvacw\Projects\AVALANCHE TRAIL SHELTER.rhv Project Title: Trail Shelter Designed By: Gypsum Creek Sheet Metal Project Date: 08/25/04 Client Name: Avalanche Plumbing Client Address: P.o. Box 3252 Client City: Eagle, Colorado 81631 Client Phone: 970-328-4421 Client Fax 970-328-6272 Company Name: Gypsum Creek Sheet Metal & Heating Company Representative: Roger & Terry Friesen Company Address: P.o. Box 260 Company City: Gypsum, Colorado 81637 Company Phone: (970) 524-7254 Company Fax (970) 524-7125 Company Comment: Reference City: Eagle, Colorado Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 6600 ft. Altitude Factor: 0.783 Elevation Sensible Adj. Factor: 0.804 Elevation Total Adj. Factor: 0.955 Elevation Heating Adj. Factor: 0.800 Elevation Heating Adj. Factor: 0.800 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: -25 0 0 72 0 Summer: 94 69 50 75 13 Total Building Supply CFM: 252 CFM Per Square ft.: 1.049 Square ft. of Room Area: 240 Square ft. Per Ton: 435 Volume (fF) of Cond. Space: 2,160 Air Turnover Rate (per hour): 7.0 Total Heating Required With Outside Air: 18,990 Btuh 18.990 MBH (Based On 0.800 Derating) Total Sensible Gain: 4,103 Btuh 98 % Total Latent Gain: 102 Btuh 2 % Total Cooling Required With Outside Air: 4,205 Btuh 0.35 Tons (Based On Sensible + Latent) 0.55 Tons (Based On 77% Sensible Capacity) (and 0.804 Sensible Derating) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I Main Floor Summar, 3A Window Double Pane clear vlass vv000 rrar 10D Door Wood Solid Core 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 17L Roof Exp Bms 1 1/2" Wood DK+R-19 20D Floor Over Open Crawl Hardwood + R-19 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 32, Summer CFM: 14 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Main Floor Load Totals: Supply CFM: 252 Square ft. of Room Area: 240 Volume (fP) of Cond. Space: 2,160 76 4062 0 1,718 1,718 i 21 937 0 218 218 11 479 2,788 0 649 649 240 954 0 423 423 . 240 1,211 0 175 175 9,952 0 3,183 3,183 0 0 0 01 0 0 0 0 0 0 ' 2,532 0 684 684 2,708 102 236 338 0 0 0 0 4,103 X 1.00 Total Heating Required With Outside Air: 18,990 Btuh Total Sensible Gain: 4,103 Btuh Total Latent Gain: 102 Btuh Total Cooling Required With Outside Air: 4,205 Btuh Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Room Load Summ —Zone EAGLE COUNTY BUILDING DIVISION EAGLE OFFICE P.O. Box 179, 500 Broadway ID Eagle, CO 81631 q G Phone: (970) 328-8735 Fax: (970) 328-7185 Inspection Request Line (970) 328-8106 EAGLE COUNTY, COLORADO PLUMBING PERMIT APPLICATION Jurisdiction of EAGLE COUNTY Folder #�- EL JEBEL OFFICE 0020 Eagle County Drive El Jebel, CO 81623 Inspection Request Line: (970) 704-2784 JOB ADDRESS: - ^ o`2gOa l cl,eS /a�-k� G-e e,><2. PARCEL # o`�� ru53o 1 a r DC) LOT # BLOCK FILING SUBDIVISION 0�41 TAX DISTRICT OWNER: S be.Y }- Feat i V1 c _ CO��rrRA��TOR: `` i 1`i a.�41.14 +Q %LING ADDRESS: ®�- 5 Ric > t ��-rc 1-+ 03Z <o-7 CONTA T PERSON: R `77-Da o 1 PHONE: MAIjJN DDRESS: FAX: PHONE/ CELL PHONE: M- 2 - 977-rya) E-MAIL ADDRESS FAX/ E-MAIL ADDRESS: 329 - & a 7:2 . PLUMBER'S LICENSE #: USE: [RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER CLASS: �EW [ j ADDITION [ ] ALTERATION [ ] REPAIR [ ] MOVE DESCRIPTION OF WORK: RoLtQ klil 1 4, � u. L�. -ku,�* TYPE OF HEATING: NATURAL GAS [ ] ELECTRIC [ j OTHER v��} TOTAL VALUATION- �?6©. v WATER SOURCE: [ ] PUBLIC /(j PRIVATE SEWER SYSTEM: [ ] PUBLIC PRIVATE TRANSFER PERMIT: [ j YES NO SPECIAL CONDITIONS: NOTICE: READ BEFORE SIGNING FORM OF PAYMENT SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL (HEATING, VENTILATING OR AIR CONDITIONING). PERMIT FEE RECEIPT N0. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 1B0 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR �p. IN) ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE PLAN CHECK FEE CHECK NO. SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN 19 OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS of ANY OTHER STATE OR LOCAL LAW TOTAL FEE OTHER REGULATING CON RUCT NOR THE PER RMANCE OF CONSTRUCTION. APPLICATION RECEI PLA CHEC BY APP D ISSUANCE 1 Ci B Y) SIGNAT,4Rf I&FtONTRACT7 (DATE) DATE D E PATE U/i�t, %%�4 " 2-7 I� S - 2 +7-6147' 7 SIGNATURE OF OWNER IF OWNER BUILDER (DATE) EAGLE COUNTY BUILDING DIVISION �www.eaglecounty.us 4 EAGLE OFFICE P.O. Box 179, 500 Broadway Eagle, CO 81631 Phone: (970) 328-8735 Fax: (970) 328-7185 Inspection Request Line: (970) 328-8106 MECHANICAL PERMIT APPLICATION Jurisdiction of EAGLE COUNTY Folder # /5- 3 % EL JEBEL OFFICE 0020 Eagle County Drive El Jebel, CO 81623 Inspection Request Line: (970) 704-2784 JOB ADDRESS: p 10e6 f 1&ke reek PARCEL # a I D53 o f of I LOT # BLOCK FILING SUB IVISON TAX DISTRICT OWNER: 12obc v }- l-2 .J(i n- CONTRA TOR: ' Y yr e MAILIN ADDRESS: 1C �Dr.�S I-oChe'S+C-r JV4 D38(v"7 CONTACT PER 6� PHONE: 9a IL G DRES at'06 4 FAX: PHONE/ CELL PHONE: - r.v61 old 39L? vr�/%E E-MAIL ADDRESS FAX/ E-MAIL ADDRESS: USE: ORESIDENTIAL COMMERCIAL [INDUSTRIAL XOTHER CLASS: XNEW ❑ ADDITION ALTERATION REPAIR MOVE DESCRIPTION OF WORK: TYPE OF HEATING: NATURAL GAS ❑ELECTRIC [ OTHER TOTAL VALUATION-0Ce x�0 . ctv '% c� HEAT LOSS CALCULATIONS REQUIRED FOR ALL RESIDENCES. BTU RATING: HEAT LOSS CALCULATIONS INCLUDED. YES [] NO TRANSFER PERMIT: YES NO SPECIAL CONDITIONS: NOTICE: READ BEFORE SIGNING FORM OF PAYMENT SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING. MECHANICAL (HEATING, VENTILATING OR AIR CONDITIONING). OR CONSTRUCTION AUTHORIZED IS COMMENCED WITHIS PERMIT TH N 180 DAYS, OR FMES NULL ANDICO S RRUCTION OR WORKS SUSPENDED OR NOT ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PE ORMANCE OF CONSTRUCTION. PERMIT FEE GJl/• oo RECEIPT NO. PLAN CHECK FEE l7 CHECK NO. F T�j TOTAL FEE 4j,p-� W OTHER APPLICATION RECEIVED BY PLANS CHECKED BY APPROVED ISSUANCE SIGNATU E OF CO CTOR (DATE) '� DATE DATE DATE //11 1 Q/ SIGNATURE OF OWNER IF OWNER BUILDER DATE Trail Shelter HVAC Load Calculations for Avalanche Plumbing P.o. Box 3252 Eagle, Colorado 81631 Prepared By: Roger& Terry Friesen Gypsum Creek Sheet Metal & Heating P.o. Box 260 Gypsum, Colorado 81637 (970) 524-7254 Thursday, August 26, 2004 EAGLE COUNTY BUILDING DIVISION EAGLE OFFICE P.O. Box , CO 781,63 0 broad , Eagle, Phone: (970) 328-8735 Fax: (970) 328-7185 Inspection Request Line: (970) 328-8106 ELECTRICAL PERMIT APPLICATION Jurisdiction of EAGLE COUNTY Folder #_� EL JEBEL OFFICE 0020 Eagle County Drive El Jebel, CO 81623 Inspection Request Line: (970) 704-2784 JOB ADDRESS: PARCEL # LOT # BLOCK FILING SUBDIVIO TAX DISTRICT OWNER:c CTOR: MAILING ADDRESS: (03ot) PERSON: -� ins cm 14 PHONE: G AD Q 8 t CD 1 FAX: PHONE/ CELL PHONE: �S E-MAIL ADDRESS FAX/ E-MAIL ADDRESS: G 1 CLASS: NEW ADDITION ❑ ALTERATION REPAIR ❑ MOVE LICENSE # DESCRIPTION OF WORK: TYPE OF WORK FEE RESIDENTIAL: (SINGLE OWNERSHIP RESIDENCE) THIS INCLUDES MODULAR HOMES, MANUFACTURED HOMES, TRAVEL TRAILERS, ALSO DUPLEX, TRI-PLEX AND FOUR- SQUARE FOOTAGE: PLEX. Based on enclosed IMng area ALL OTHER: (EXEPT FOR INSPECTION IN MOBILE HOMES" AND TRAVEL TRAILER PARKS) SHALL BE COMPUTED ON THE DOLLAR VALUE OF THE ELECTRICAL INSTALLATION, INCLUDING FIXTURES AND INSTALLATION COSTS THEREOF. VALUATION OF WORK: RESIDENTIAL ADDITIONS AND REMODELS. Actual costs to customer $ MOBILE HOMES AND TRAVEL TRAILER PARKS __..._. NUMBER OF SPACES: $ EMPORARY POWER: - C TRANSFER PERMIT: [ ] YES vAe $ SPECIAL CONDITIONS;' NOTICE: READ BEFORE SIGNING FORM OF PAYMENT SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL PERMIT FEE RECEIPT NO: (HEATING, VENTILATING OR AIR CONDITIONING),. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR�j`-- �' ABANDONED FOR A PERIOD OF 180 DAYS. AT ANY TIME AFTER WORK IS COMMENCED. PLAN CHECK FEE CHECK NO. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES % GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ` OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO TOT L FEE OTHER VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. G� AAPPLICATION RECEIVED PLANS CFI CKED BY APPROVED ISSUANCE + � SIGNATURE OF CO (GATE) DATE OA E 7 - Z /--c-s 4/ SIGNATURE OF OWNER IF OWNER BUILDER AT EAGLE COUNTY BUILDING DIVISION www.eaglecounty.us EAGLE OFFICE ED P.O. Box 179, 500 Broad i Eagle, CO 81631 Phone: (970) 328-8735 Fax: (970) 328-7185 _ Inspection Request Line: (970) 328-8106 ELECTRICAL PERMIT APPLICATION Jurisdiction of EAGLE COUNTY Folder # ND - ( t::4�2: EL JEBEL OFFICE 0020 Eagle County Drive El Jebel, CO 81623 Inspection Request Line: (970) 704-2784 JOB ADDRESS: g Off, Wob-1 aka cam' ` PARCEL # �.S.3,--,/ C- ' G LOT # BLOCK SUBDIVIONf ' TAX DISTRICT 7FILING / OWNER: G MAILING ADD ESS: f 120vn CT PERSON: PHON�b3v �� - O3aO� ILINGADDRESS: - 1 l t FAX: PHONE/ CELL PHONE: Cp E-MAIL ADDRESS FAX/f_ MAIL ADDRESS: CLASS: NEW D ADDITION ❑ ALTERATION QREPAIR ❑ MOVE LICENSEGG# y , -1 DESCRIPTION OF WORK: ` 1E / TYPE OF WORK FEE RESIDENTIAL: (SINGLE OWNERSHIP RESIDENCE) THIS INCLUDES MODULAR HOMES, MANUFACTURED HOMES, TRAVEL TRAILERS, ALSO DUPLEX, TRI-PLEX AND FOUR- SQUARE FOOTAGE: PLEX. RESIDENTIAL ADDITIONS AND REMODELS. Based on enclosed living area $ ALL OTHER: (EXEPT FOR INSPECTION IN MOBILE HOMES AND TRAVEL TRAILER PARKS) SHALL BE COMPUTED ON THE DOLLAR VALUE OF THE ELECTRICAL INSTALLATION, INCLUDING FIXTURES AND INSTALLATION COSTS THEREOF. VALUATION OF WORK: Actual costs to customer C= ' MOBILE HOMES AND TRAVEL TRAILER PARKS . NUMBER OF SPACES: $ TEMPORARY POWER: $ TRANSFER PERMIT: YES NO $ SPECIAL CONDITIONS: NOTICE: READ BEFORE SIGNING FORM OF PAYMENT SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,MECHANICAL PERMIT FEE RECEIPT N0. .PLUMBING, (HEATING, VENTILATING OR AIR CONDITIONING). THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE PLAN CHECK FEE CHECK NO. SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW TOTAL FEE OTHER REGULATING CO RUCTION OR THE PERFORMANCE OF CONSTRUCTION. G3 APPLICATION RECEIVED PLANS CH KED BY APPROVED ISSUANCE BY � � / y �"� ) � ' SIGNATURE OF CONTRACTOR (DATE) DATE DATE DATE SIGNATURE OF OWNER IF OWNER BUILDER DATE EAGLE COUNTY BUILDING DIVISION ELECTRICAL PERMIT APPLICATION www.eaglecounty.us` Jurisdiction of EAGLE COUNTY EAGLE OFFICE, Folder # P.O. Box 179, 50 Broadway 1i Ulrtl Eagle, CO 81631 EL JEBEL OFFICE Phone: (970) 328-8735 0020 Eagle'County. Drive Fax: (970) 328-7185 fAGLf COUNTY, COLORADO El Jebel, CO 81623 Inspection Request Line: (970) 328-8106 w Inspection Request Line: (970) 704-2784 TYPE OF WORK FEE RESIDENTIAL: (SINGLE OWNERSHIP RESIDENCE) THIS INCLUDES MODULAR HOMES, MANUFACTURED HOMES, TRAVEL TRAILERS, ALSO DUPLEX, TRI-PLEX AND FOUR- PLEX. RESIDENTIAL ADDITIONS AND REMODELS. SQUARE FOOTAGE: ALL OTHER: (EXEPT FOR INSPECTION IN MOBILE HOMES Based on enclosed -living area AND TRAVEL TRAILER PARKS) SHALL BE COMPUTED ON THE DOLLAR VALUE OF THE ELECTRICAL INSTALLATION, INCLUDING FIXTURES AND INSTALLATION COSTS THEREOF. VALUATION WORK: to Actual costs to customer MOBILE HOMES AND TRAVEL TRAILER PARKS NUMBER OF SPACES: $ TEMPORARY POWER: TRANSFER PERMIT: YES NO sPFael r_nuniT�nuc. NOTICE: READBEFORE SIGNING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL (HEATING, VENTILATING OR AIR CONDITIONING). PERMIT FEE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A / PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPUCA71ON AND KNOW THE PLAN CHECK FEE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORTTY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW TOTAL FEE REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. % PPCA4ONRECEIVED BY ,— - �7111ey FORM OF PAYMENT :EIPT NO. - /,,1 7' _CK NO. n 71� EAGLE COUNTY BUILDING DIVISION EAGLE OFFICE P.O. Box 179,500 Broadwapflmum Eagle, CO 81631 Phone: (970) 328-8735 Fax: (970) 328-7185 Inspection Request Line: (970) 328-8106 BUILDING PERMIT APPLICATION Jurisdiction of EAGLE COUNTY Folder # 3-p" 161312- EL JEBEL OFFICE 0020 Eagle County Drive El Jebel, CO 81623 Inspection Request Line: (970) 704-2784 JOB ADDRESS'ZIOZ, t9—/ /e e/ � �S PARCEL# LOT# BLOCK FILING BDIVISION no TAX DISTRICT OWNS : � + CONTRACTOR: r K1 MAILINGA DRESS: -fl t (� t U, ' , �u r(jV �f,3CFp( CONTACT PERSO PHONE: MAI INGADDRESS: FAX: r PHONE/ CELL PHONE: p E-MAIL ADDRESS FAX/ E-MAIL ADDRESS: �^ D ARCHITECT/ LICENSE # ENGINEERI LICENSE #: PHONE: PHONE: FAX/ E-MAIL ADDRESS: FAX/ E-MAIL ADDRESS: USE: ARESIDENTiAL COMMERCIAL INDUSTRIAL ❑ OTHER CLASS: NEW []ADDITION ALTERATION []REPAIR MOVE DESCRIPTION OF WORK: VALUATION: TRANSFER PERMIT: JRYES ❑ NO # OF BEDROOMS: © ACREAGE OR SQUARE FOOTAGE OF LOT: TYPE OF HEATING: ❑ NATURAL GAS []ELECTRIC ❑ OTHER LOT COVERAGE (includes overhangs): WATER SOURCE: ❑ PUBLIC ❑ PRIVATE IMPERVIOUS COVERAGE: SEWER SYSTEM: []PUBLIC ❑ PRIVATE TOTAL FLOOR AREA OF STRUCTURE (sq. ft.): NUMBER OF STORIES: NUMBER OF OFF STREET PARKING SPACES: NUMBER OF DWELLING UNITS: DESIGN REVIEW APPROVAL: ❑ YES ❑ NO DATE SPECIAL CONDITIONS: NOTICE: READ BEFORE SIGNING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL (HEATING, VENTILATING OR AIR CONDITIONING).. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR� ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE U TING CON RUCTION OR E PERFORMANCE OF CONSTRUCTION. ell-7 - FORM OF PAYMENT ��^�-� ^ PERMIT FEE RECEIPT NO. Z t� PLAN CHECK FEE CHECK NO. TOTAL.FEE - OTHER APPLICATION RECEIVED BY t/ �C C. PLANS CHECKED BY APPRO SSU IGNATURE OF CONTRACTOR (DATE) DATE DATE D SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) (. q -45�1G I '7' ■ Mountain Construction Management (ompany, ll( 225 Main Street Suite G-003 Edwards, CO 81632 Phone: 970-926-9077 Fax: 970-926-9081 May 3, 2004 Eagle County Building Department PO Box 179 Eagle, CO 81631 Dear Eagle County Building Officials: Thomas & Warner Construction, LLC was awarded a permit for the Trail Shelter at Casteel Creek Ranch, Permit #BP-15312. Its partners have dissolved Thomas & Warner Construction, LLC. Mountain Construction and Management Co., LLC will be taking over this contract and would like to transfer Permit #BP-15312 to Mountain Construction and Management Co., LLC. Enclosed is a check for $20.00 to complete this transfer. Please call with any questions you may have. JNTAIN B. Thomas RBT/sws TRUCTION AND MANAGEMENT CO LLC Mountain (onstru(tion 8 Management (ompany, ll( May 3, 2004 225 Main Street Suite G-003 Edwards, Co 81632 Eagle County Building Department Phone: 970-926-9077 PO Box 179 Fax: 970-926-9081 Eagle, CO 81631 Dear Eagle County Building Officials: Permit #BP-15312 expires on May 15, 2004 and Mountain Construction and Management Co., LLC would like to file for an extension of time to complete construction of the Trail Shelter. Please call with any questions you may have. E.ager , AIN CON TION AND MANAGEMENT CO LLC Thomas RBTlsws � 6 RECE IV MAY 0 4 2004 j!4 EAGLE COUNTY GOMMYNIT* 04-W- 14WN P Community Development Eagle County Building Department P.O. Box 179 (970) 328-8730 » j k 500 Broadway FAX (70;328-879 ( , , } j g Eagle, Colorado 81631 TDD 970 328-8797— i.,1 s ! i f i C U L Q t ON A b 0 EAGLE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT- PLAN REVIEW COMMENTS TO: Contractor Thomas and Warner Brian Redinger FAX #: 926.9081 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: SUBDIVISION: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: WILDFIRE HAZARD RATING: NUMBER OF STORIES: ZONING: Architect M.J. Mueller Co. proj# 476.2637 Engineer M.J. Mueller Co. proj# 2 Community Development Department October 23, 2003 15312 S. Robert Levine 2902 West Lake Creek RD Bear Camp R-3 V-N moderate 1 R The design documents submitted for this project have been reviewed for compliance with the Eagle County Land Use Regulations, the Planned Unit Development Guide, and the 1997 Uniform Building Code, 1997 Uniform Mechanical Code, 1997 Uniform Plumbing Code and 1999 National Electrical Code as modified and adopted by the Eagle County Building Resolution. The following comments must be addressed before a building permit is issued. For processing: Responses such as "will comply with code" are not acceptable. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED , PLAN SUBMITTAL Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp signature must be stamped. PLANNING AND ENGINEERING DEPARTMENT COMMENTS: The permit will be approved upon condition that the area called out as a kitchen does not have a stove. For the purpose of this application the kitchen area will be considered a wet bar. Wildfire Mitioation Comments: The proposed construction is in the moderate wildfire hazard area. Please refer to report prepared by Ben Garrett. The following is required for construction in the moderate zone: Roofs are required to be class B. Non-combustible roof as shown is acceptable. Decks and deck roofs must be of fire resistive construction (1 hour construction, non-combustible, fire treated wood or heavy timber, type IV per UBC are permitted) Revise plans as necessary. The minimum heavy timber sizes for decks are W columns, 6x10 joists and beams with 4x decking. The Minimum heavy timber sizes for roofs are 2x decking with 4x rafters. No concealed spaces are allowed in heavy timber construction. BUILDING DEPARTMENT COMMENTS: Architectural Comments: 1 Amend site plan to show location of all utility connections. Include location of propane tank. 2 Revise location of the mechanical equipment, or provide a 3" diameter propane drain to daylight and a propane sensor with automatic shut-off. Coordinate with site plan for location of daylight drain. 3 Verify proposed deck will be less than 30" above finish grade, or provide guardrails per UBC 509. . a,.. >t a `.,. Please refer to the cover sheet for information and instructions for resubmitting plans. The recheck of plans usually occurs within 3-5 working days of plan resubmittal. In order to avbid.delay6p'iease check all requested information Is included with the resubmitted plans. - Please also make note of the'items on the plans requiring' revision, and incorporate requested information into future plan submittals where applicable. This will help to expedite the plan review process. Thank you Planning $ Engineering Department Comments Ross Easterling Planner Eagle County Community Development Building Department Comments Chris Gunion I.C.C. Plans Examiner Eagle County Community Development Wildfire Hazard Ratina DATE: 09/25/03 1. WILDFIRE HAZARDS Add points for categories A and B A. Predominant Vegetation Type (on lot, or within 100 foot radius of proposed structure) Definitions Forbs - herbaceous perennial plants other than grasses (wildflowers). Crown - the edge of a tree or shrub=s outer most growth, a tree or shrub=s "drip line'-' it ht" - indicates a spacing between shrubs and trees based on the average anticipated mature height of the specific plant. "3x ht" for a shrub with average anticipated mature height of 4 feet indicates a crown spacing of 3 x 4 =12 feet. Ladder Fuel - live or dead plant material that facilitates or supports the movement of fire from the surface of the ground into the canopy or crown of larger shrubs or trees. Isolated - a single plant with significant spacing (> 4x ht) from other similar plants. Very low density. Dispersed - widely spaced individual shrub or trees (crowns spaced > 2x ht) or widely spaced small clusters. of plants, evenly distributed across the site. Low to medium density. Clustered - two or more plants (maximum number allowed per cluster would be relative to the size of the site) growing in close proximity to one another, but significantly spaced from other similar plants or clusters of plants. 'Low to medium density. Discontinuous - Plants touching but in "bands" separated by significant spaces, resulting in a "patterned" rather than uniform coverage on the site. Medium density. Continuous - plants touching or in very close proximity to one another, resulting in uniform coverage of the site. High density. Understory - plants or mix of plants growing below a stand of taller plant species. Desert shrub - rabbit brush and other woody xeric species commonly found with sage, < 4 feet tall. Tall shrubs - sage (>4 feet), oak, service berry, choke cherry, mountain mahogany, skunk bush (sumac), bitter brush, etc. Mixed shrub - sage, desert shrubs within and beneath tall shrub species, 50/50. Mixed coniferous stand - lodgepole with spruce/fir understory. Low Density Fuels or Low Combustion Potential 0 Ll no vegetative cover 0 L2 irrigated pasture, manicured lawn, golf course 5 L3 riparian zone/wetland grasses, shrubs, trees (willow, alder, dogwood, aspen cottonwood, etc), no coniferous trees 10 L4 dryland native grasses and forbs < 2 feet, no shrubs or trees 15 L5 dryland native grasses, forbs < 2 feet + dispersed shrubs < 4 feet w/ crown spacing >2x ht., no trees 20 L6 dryland native grasses, forbs <2 feet + dispersed shrubs <4 feet and isolated coniferous trees, crown spacing > 3x ht. 10 L7 native grasses, forbs <2 feet + isolated healthy aspen, little dead wood, no shrubs or widely dispersed deciduous shrubs. 15 L8 native grasses, forbs <2 feet + clustered or dispersed healthy aspen, little dead wood, no shrubs or widely dispersed deciduous shrubs. 20 L9 native grasses, forbs <2 feet + continuous healthy aspen, little dead wood, no shrubs or widely dispersed deciduous shrubs 25 Ll native grasses, forbs <2 feet under continuous healthy aspen stand, little dead wood, no shrubs or widely dispersed understory deciduous shrubs, with widely dispersed single coniferous trees, crowns spaced > 3x ht. Additional Hazard 20 Ll1 homesite/structure within 200 feet of medium density fuel zone, add points to above. 40 L12 homesite/structure within 200 feet of heavy density fuel zone, add points to above. Medium Density Fuels 30 MI sage / desert shrub, < 4 feet, dispersed or clustered with native grasses. 35 M2 sage / desert shrub, < 4 feet, discontinuous with native grasses. 40 M3 sage / desert shrub, < 4 feet, uniform/continuous (many branches touching). 40 M4 continuous sage / desert shrub, < 4 feet, with isolated tall shrub (>4 feet). 45 M5 continuous sage / desert shrub with isolated tall shrub + isolated coniferous. 30 M6 isolated tall shrub, crown spacing > 3x ht, with native grass/forb understory. 35 M7 mixed tall shrub / aspen, with native grass. 35 M8 continuous aspen stand, dense, poor condition, dead branches, dead fall, few shrubs. 35 M9 continuous healthy aspen stand with spreading juniper understory. 45 M10 mixed coniferous / deciduous stand. 45 M11 uniformly dispersed pinion/juniper. 45 M12 uniformly dispersed spruce/fir. Additional Hazard 20 M13 homesite, structure within 200 feet of heavy density fuel zone, add points to above. Heavy Fuels 50 Ill mixed desert/tall shrub, continuous. 50 H2 mixed desert/tall shrub, continuous, with isolated coniferous. 60 H3 continuous dense tall shrub. 60 H4 continuous dense tall shrub with isolated coniferous. 70 H5 mixed tall shrub / coniferous. 70 H6 pinion/juniper, continuous. 70 H7 spruce/fir, continuous. 60 H8 lodgepole with deadfall, little or no ladder fuels. 70 H9 lodgepole with significant ladder fuels. 70 H10 mixed coniferous stand, continuous. B. Average Slope (of lot, 1 acre or less in size or, on larger lots, slope of area defined as within 100 foot radius of proposed structure) 5 less than 8%. 15 8% to 20%. 21% to30%. 40 31 % or greater. Additional Topographic Hazards ( pre -determined by GIS and/or site visit, add points to above) 20 Lot/homesite is within 50 feet of chimney feature, v-canyon or ridge top. Total Points, Wildfire Hazards (A+B) 40 2. IMPROVEMENTS/MITIGATIONS Add points for categories C. D, E. F and G C.C. Access 5 Al two or more primary roads, in and out, 20 foot + width. 4 A2 two or more primary roads, in and out, <20 foot width. 3 A3 one primary road, one emergency access (limited capacity). 4 one primary road, 20 foot + width. 1 AS one primary road, <20 foot width. D. Access Surface 5 ASl paved. �j�Pmaintained road base, gravel. poorly maintained, weathered surface. 0 AS4 primitive, 4 wheel drive. E. Access Grade 0% to 5%. 4 A % to 8%. 2 AG3 9% to 12%. 0 AG4 over 12%. F. Electric Service Lines 3 ESkixed 1 underground. q2 above/below primary access). 0 ES3 all above ground. G. Water supply (may be below within subdivision, but above along 5 WSl 250 gpm - 31 + minutes. 4 WS2 250 gpm - 21 to 30 minutes. 250 gpm -10 to 20 minutes. 0 WS4 250 gpm or 250 gpm for less than 10 minutes. Total Points, Improvements/Mitigations (Add C, D, E, F, G) 1_1 Hazard Rating Points subtract 2. WILDFIRE IMPROVEMENTS/MITIGATIONS points from 1. WILDFIRE HAZARDS POINTS -= 29 Hazard Rating <2 1 to 40 points MODERATE 41 to > 60 points EXTREME Wildfire Hazard Rating I. WILDFIRE HAZARDS Add Points for categories A and B A. Predominant Vegetation Type, (on lot, or within 100 foot radius of proposed structure) Definitions Forbs - herbaceous perennial plants other than grasses (wildflowers). Crown - the edge of a tree or shrub=s outer most growth, a tree or shrub=s "drip line " "x ht" - indicates a spacing between shrubs and trees based on the average anticipated mature height of the specific plant. "3x ht" for a shrub with average anticipated mature height of 4 feet indicates a crown spacing of 3 x 4 =12 feet. Ladder Fuel - live or dead plant material that facilitates or supports the movement of fire from the surface of the ground into the canopy or crown of larger shrubs or trees. Isolated - a single plant with significant spacing (> 4x ht) from other similar plants. Very low density. Dispersed - widely spaced individual shrub or trees (crowns spaced > 2x ht) or widely spaced small clusters of plants, evenly distributed across the site. Low to medium density. Clustered - two or more plants (maximum number allowed per cluster would be relative to the size of the site) growing in close proximity to one another, but significantly spaced from other similar plants or clusters of plants. Low to medium density. Discontinuous - Plants touching but in "bands" separated by significant spaces, resulting in a "patterned" rather than uniform coverage on the site. Medium density. Continuous - plants touching or in very close proximity to one another, resulting in uniform coverage of the site. High density. Understory - plants or mix of plants growing below a stand of taller plant species. Desert shrub - rabbit brush and other woody xeric species commonly found with sage, <4 feet tall. Tall shrubs - sage (>4 feet), oak, service berry, choke cherry, mountain mahogany, skunk bush (sumac), bitter brush, etc. Mixed shrub - sage, desert shrubs within and beneath tall shrub species, 50150. Mixed coniferous stand - lodgepole with spruce/fir understory. Low Density Fuels or Low Combustion Potential 0 Ll no vegetative cover 0 L2 irrigated pasture, manicured lawn, golf course 5 L3 riparian zone/wetland grasses, shrubs, trees (willow, alder, dogwood, aspen cottonwood, etc), no coniferous trees 10 L4 dryland native grasses and fortis < 2 feet, no shrubs or trees 15 L5 dryland native grasses, forbs < 2 feet + dispersed shrubs < 4 feet w/ crown spacing >2x ht., no trees 20 L6 dryland native grasses, forbs <2 feet + dispersed shrubs <4 feet and isolated coniferous trees, crown spacing > 3x ht. 10 L7 native grasses, forbs <2 feet + isolated healthy aspen, little dead wood, no shrubs or widely dispersed deciduous shrubs. 15 L8 native grasses, forbs <2 feet + clustered or dispersed healthy aspen, little dead wood, no shrubs or widely dispersed deciduous shrubs. 20 L9 native grasses, forbs <2 feet + continuous healthy aspen, little dead wood, no shrubs or widely dispersed deciduous shrubs 25 Ll native grasses, forbs <2 feet under continuous healthy aspen stand, little dead wood, no shrubs or widely dispersed understory deciduous shrubs, with widely dispersed single coniferous trees, crowns spaced > 3x ht. Additional Hazard 20 L11 homesite/structure within 200 feet of medium density fuel zone, add points to above. 40 L12 homesite/structure within 200 feet of heavy density fuel zone, add points to above. Medium Density Fuels 30 Ml sage / desert shrub, < 4 feet, dispersed or clustered with native grasses. 35 M2 sage / desert shrub, < 4 feet, discontinuous with native grasses. 40 M3 sage / desert shrub, < 4 feet, uniform/continuous (many branches touching). 40 M4 continuous sage / desert shrub, < 4 feet, with isolated tall shrub (>4 feet). 45 M5 continuous sage / desert shrub with isolated tall shrub + isolated coniferous. 30 M6 isolated tall shrub, crown spacing > 3x ht, with native grass/forb understory. 35 M7 mixed tall shrub / aspen, with native grass. 35 1 M8 continuous aspen stand, dense, poor condition, dead branches, dead fall, few shrubs. 35 M9 continuous healthy aspen stand with spreading juniper understory. 45 M10 mixed coniferous / deciduous stand. 45 Mll uniformly dispersed pinion/juniper. 45 M12 uniformly dispersed spruce/fir. Additional Hazard 20 M13 homesite, structure within 200 feet of heavy density fuel zone, add points to above. Heavy Fuels 50 H1 mixed desert/tall shrub, continuous. 50 H2 mixed desert/tall shrub, continuous, with isolated coniferous. 60 H3 continuous dense tall shrub. 60 114 continuous dense tall shrub with isolated coniferous. 70 H5 mixed tall shrub / coniferous. 70 H6 pinion/juniper, continuous. 70 H7 spruce/fir, continuous. 60 H8 lodgepole with deadfall, little or no ladder fuels. 70 119 lodgepole with significant ladder fuels. 70 H10 mixed coniferous stand, continuous. B. Average within Slope (of lot, 1 acre or less in size or, on larger lots, slope of area defined as 100 foot radius of proposed structure) 5 less than 8%. 1S 8% to 20%. 21% to30%. 40 31 % or greater. Additional Topographic Hazards ( pre -determined by GIS and/or site visit, add points to above) 20 Lot/homesite is within 50 feet of chimney feature, v-canyon or ridge top. Total Points, Wildfire Hazards (A+B) 40 2. IMPROVEMENTS/MITIGATIONS Add points for catesories C. D, E F and G C. Access 5 Al two or more primary roads, in and out, 20 foot + width. 4 A2 two or more primary roads, in and out, <20 foot width. 3 A3 one primary road, one emergency access (limited capacity). 4 one primary road, 20 foot + width. 1 AS one primary road, <20 foot width. D. Access Surface 0AS paved. maintained road base, gravel. poorly maintained, weathered surface. 0 AS4 primitive, 4 wheel drive. E. Access Grade 0% to 5%. 4 A % to 8%. 2 AG3 9% to 12%. 0 AG4 over 12%. F. Electric Service Lines 3 ESl 11 underground. 2 2 mixed above/below primary access). 0 ES3 all above ground. G. Water supply (may be below within subdivision, but above along 5 WS1 250 gpm - 31 + minutes. 4 WS2 250 gpm - 21 to 30 minutes. 250 gpm -10 to 20 minutes. 0 WS4 250 gpm or 250 gpm for less than 10 minutes. Total Points, Improvements/Mitigations (Add C, D, E, F, G) 1__ 1___ Hazard Rating Points subtract 2. WILDFIRE IMPROVEMENTS/MITIGATIONS points from I. WILDFIRE HAZARDS POINTS = 29 Hazard Rating <2 1 to 40 points MODERATE 41 to > 60 points EXTREME Parcel Detail Page 1 of 3 Eagle County Assessor/Treasurer Parcel Detail Information Assessz/Treasurer Property Search I Assessor Subset QuerX I Assessor Sales Search Basic Building Characteristics I Tax Information Sales Detail I Value Detail I Residential/Commercial Improvement Detail I Land Detail Tax Area Account Number Parcel Number Mill Levy SC143 R016260 210530101001 41.793 Owner Name and Address LEVINE, S. ROBERT 120 AVIATION AVE PORTSMOUTH, NH 03801 Legal Description SUB:BEAR CAMP DESC: METES & BOUNDS BK-0223 PG-0391 QCD 02-18-72 BK-0287 PG-0376 MAP 06-26-79 Location Physical Address: 2902 W LAKE CREEK RD EDWARDS Subdivision: BEAR CAMP Acres: 19.36 Property Tax Valuation Information Actual Assessed Value Land: 753,240 59,960 Improvements: 388,3501 30,910 Total: F 1,141,590 90,870 II Sale Date: 118/31/1999 II http://goodturns. eaglecounty.cc/assessor/parcel. asp?ParcelNumber-2105 30101001 10/1/2003 Parcel Detail Page 2 of 3 R II Sale Price: 111,750,000 �I Basic Building Characteristics Number of Residential 1 f, Buildings: Number of Comm/Ind 0 Buildings: Residential Building Occurrance 1 Characteristics UNFIN BSMT: 1412 MAIN FLOOR AREA: 111,320 DECK: 212 HEATED AREA: 2,316 FIN BSMT=TO ABOVE: 996 ABSTRACT —CODE: SINGLE FAM.RES- IlAPROVEMTS ACT YEAR BLT: 1984 AIRCOND: I NONE ARCH STYLE: 1 STORY BATHS: 2.5 BEDROOMS: 113 BUILDING TYPE: IFSFR CON ST QUAL: FAIR EFF YEAR BLT: IF1984 EXTERIOR WALL: WD SID AVG htlp://goodtums.eaglecounty.cclassessor/parcel.asp?ParcelNwnber=210530101001 10/1 /2003 . Parcel Detail Page 3 of 3 ROOMS: 115 STORIES: STORIES 1.0 UNITS: 1 USE CODE: RESIDENTIAL WALL FIN: N/A SUPER NBHD: OUTLYING AREA Tax Information Tax Year Transaction Tye Amount 1997 Tax Amount $1,901.24 1997 Tax Payment: Whole ($1,901.24) 1998 Tax Amount $2,043.89 1998 Tax Payment: Whole j ,043.89) 1999 Tax Amount $2,322.46 1999 Tax Payment: Whole ($2,322.46) 2000 Tax Amount $2,601.76 2000 Tax Payment: Whole ($2,601.76) 2001 Tax Amount $4,045. 22 2001 Tax Payment: Whole ($4,045.92) 2002 Tax Amount $4,206.04 2002 Tax Payment: First Half �($2 103.02) 2002 Tax Payment: Second Half ($2 103.02) Top of Page Assessor Database Search Options I Treasurer Database Search Options The Eagle County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2001 - 2002 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://goodtums.eaglecounty.cc/assessor/parcel. asp?ParcelNumber=210530101001 10/ 1/2003 C '(Mol (bjLk op -A C(&-� " -1 �2- October 6, 2008 Robert Levine 120 Aviation Ave Portsmouth, NH 03801 Re: No activity at BP-15312 2902 West Lake Creek Road, CO: NEED FINAL CO ON TRAIL SHELTER A review of Eagle County files indicates that there has been no recent activity with the above listed building permit application. The 2003 International Building Code, Section 105.5 requires evidence of construction progress each 180 days to avoid permit expiration. As per I.B.C. extension, in writing, or have an inspection. You must also post your Building Permit until final approval has been granted by the building official, as per ECBR Table 12. The Eagle County Land Use Regulations are available for viewing on our website, www.ea leg count �y_us. To correct these violations and bring your property into compliance, you must contact the Eagle County Building Division at 970-328-8730. Please reference your building permit number, which is BP-15312 Failure to comply with this request within 10 business days from the date of this notice may result in this case being turned over to the Eagle County Code Enforcement Division for further enforcement action. A delay in response could result in a denial of Final Certificate of Occupancy and/or a fine of $100.00 per day until all inspections are complete. Sincerely, Daniel J. Stanek Chief Building Official Cc: Thomas & Warner Construction LLC PO Box 1921 Edwards, CO 81637 fIv trail sIi.. 3 ter' J:',,' )ya."e'`% 1.('iTriL..i ,; CO iil.r,;:i:T. i:i•1 ,P l.tl.::'T Pf:"Ti {il.liil_'t{:.Pi AN INSPECTION, t_ryf_f: (,' 0 ) S `..iI , !...t�.t.! rld•:?t.if,.i%_..1i.+.+�3 :: C,j!/2,.i:'2004 f::.l...f-.t.:{RI.t.,,t''il f .Litac'•i I t.riat_t++ t.r:`ta t, �.n.,„ i,;::.,'i:�` i..:diiar':C{�if... t'1�;(i.11, i I'ti(:'s:iL.ir D.:Y-(-i.-:' I•rion 07l26f2004 PREMIER €: L..f..t.: ...F..'. `7.., '7 2902 W 1._E•titE CREEK €•'al, S+...P}...Sii?.11..t..d f3}.::f•+=actor : Gl..i...f N BEAR T.r-°MI::, W l 1 I i ANY t:il..lL...'J f .I.O i::; WILDFIRE .ii'•E i-dA;'.t•°}RD RA-i':t:NG IS MEDIUM MITIGATION f,Ct_{N i.f.:.t:'tt.l:€:Rf:.:t? 1,40 !-r'>,' , OR '2,20 IN S1''{EVE KITCHEN ili;N AREA TO psi::: A WET BAR ONLY. A KITCHEN WOULD MAKE THIS f.l<:. S f Rt. C {'Lj1:::1::: a •i (,'I)t.) 'f'I-fi.,1t:S l Psiiia%i...f I'T'`C i 4t, .T.f-ii:i: I'Wtlk:R i i?f:'11 BUILDING A FUTURE CARETAKER BUILDING OR ADIJ, P ":t:,i;l PERIMETER DRAIN N TO BE INSTALLED D 1 f•#R .; ?.iFli••i'T. TO ;:S{.:9.i.1:.:,.. REPORT. li..?t..a.. .' SOILS REPORT REQUIRED D PRIOR TO FOOTING INSPECTION,. 20 (,')0 WOOD STOVE C1"r`E 1141..1`. 'f• ;Filar EPA PHASE :I:1 APPROVED. ALSO VERIFY ALA. f f. L: A .A if.:aES a, NQ (:;O/-T'C(3 4;IT°I•►( {-;#i t,f:.:DG PERMIT L:;X f L. N'T" l.T:3N LII PIL:. :I.1 t1t.,,{04. TEMPORARY t:'TY a. j I L. D I: i`•ii3 n P oo i.:f. i- g :... Approved by� t:,i..,i..NN L... i:: A DE.,i:::.1_..i on 07 ,c..3 ,..".:df 4 F\Ei:::f::::i:+Jl.D OPEN `::Sl:iIi...S f.1..,4'(ZlaT, REifiC3Vi..,D Ri._Z:'11R IN I}:L€tT, PU I f...I).i.11Li.. P Est. t i.l' g '.... Rr.;`ady an F.tt'r`:s..:.- 1 <..004 Status DISAPPROVED Inspector Gi...F..f •fN i ., NEED OPEN s.:S{::3:Li...`::> f=1i•:f=M311"t'„ Iq"f:: D FIELD. `;zi:.:-T' OF f 'R:1:hT't"S , 1%,1ii:T.'.i1€•i 11L:1i:Ji`3 TO 01::T~ DIRT, W..t. 1 I ..f t:rA .,, f ;cat.tg h .... Ready on 07y'19/2004 Status RE -INSPECT Inspector DENNIS U . f L-::R i:C'"l SIGN N i'•§'T 4,{i..ST LAKE CREEK RD , NO INSPfi:CT]J)Ni iS f''l.:t{ TL:.lt. i_A..Ci..f?Af...:.. APP"'i;i.l'JED TO I Fa;t:3f`f i.1 Bf..IX. APPROVED .O;.>+ED Q i tj.,i;:a{ i t:l:;e Following corrections -'.i:'•'' Time t. p1 53 9.;•: .. f.�{!#}l,lo:.i �., T.yi" }.}.... Vi,.,#...t t{ 1.'{...E`•1.�:. trail '. bol',rr`r P.O. r.t:X :Ifi Er.C.,I:: CO 01631. to R C)l..I} ..:�T (MA 1018PVC..-I.iON,,'; PAL (9701 l e Date Requested .. 09 02 0, Y 1. A1... :Rough i i y NE TRAi NL, z(S# K,'l _lE:'R Ready Date N Fri 09is?,%i'...-0% Caller s ?,,28 FINEMIETZ i=..E. 0 C{ EQ 32 _ >'. 7 2902 2 y LAKE: 1„}`i,l E #' ,. ..,z.,it.•*iEE.t.) i-d I) -.I 1"t. .. l'.t: 1- ANCILIFF ?.EAR CA*:' E;' WILDFIRE #'E,..°t"=di D RA,:f.:{:!`•iG IS VI#..t:):i',R:11''# #a` I d .{ If a T .f:C;I'•I R1 :f;ii.lt .l,. D NO WAS OR A...<.a,r .l:i`-f K.i. S t..:!••1, .1q r dRl...!`7 it.t 11TOVE. T tl )..a. E='t 1.u,.., e +;E•#i..`Y t'-i Kf T1"si l:..I-•I Wi.)t..7LA) {'IA!'E THIS °,TW.'l_'VS::11U AN t`;t'd LI 1 i'?lr3 f C '.:i:4."I.! , L :{:NG `i' Ul OWNER R FIkOV! T= U i l..T):E;E•0 A F=Rk `. A i:. f`Al<`i :I FDN PERIMETER t.;i'AYN TO BE .:NST'r''el.f..l. D PURSUANT TO 90.E.L,S 1 .'..F;•7t0f ., t.)l 1."I•! {[C.)L:.I::, 4.);I:i. ,. 1:Fa t.,tiT:,'; i<.E. 6?t.31i4EV PRIOR TO f s::1C'T'T` tNO -E.Nw..l-!=,'C., f`:E`{:i („ 2000 s1k`.S{..H) ;.S T'(:)V4 U f'1l.{,.t I x•!; E. ',:•g'.i # . `.(`ii:l.. If APPROVED- ALTO VERIFY rY T C E•. i:: t'•1E .r a #C'.:E...i... .i t ('t.)/ I CO 1,;1'# 11 ICIt,. T FINAL cf-`t'L WILDFIRE t.f i 8# d..l::T I`):)P'.i; T{1..D;; PERMIT I T FxCf..N_I`'`i::tl`1 t ET:I#., #: #.nowo`•!„ E1#Q Rt, Ss � lPt ryApproved )r f,#.`E 1„ :Tip f ,:.n 0,-r ..' O "1 < T,L.►:#'E:..).)1{ it. r �.,�i.r'I:. i ng Approved by (.,l...l.. Ti L. t ADGET r on t. %',^`+..r: m,' #• F;:k,i s.,YV{, D Cal 1:-.#E ;[Y),Et,r..i REPORT, f l l l.i s7.;,f i'Ei7.,9 1.Jt:?`1;. t.l.g Ready an t.')!i' . 2/r»::,04 Status DISAPPROVED ti ."r',1,JV#. D lnvpKtor AAA01 I'69..I..I+ . �JF F:;I•.} ',E., .Y 1:,.. # .I.i�'4,11 �...i` ., { ,f L.T) 1 .l.i.::l.. kt ', aF.'T t.)%":� { ! , # .-{`I .; .; ' Iry..f. ktE,tF�; ! f'. 1..9:1'., i'i;= :t. f. . �.1}., }" DIRT, EL4I �ilCt:i.4sUE Crwl r # { t'0)4 Status ,r...CEE1.Inspector 1L° E 1°!I°ni'tNL . PERMIT .S:if..:N AT WEST I..t"dW C .t 1,E, E D9 NO E.1i..Sl'El.,T 1.0111 t,P}`•iI Il_I.. .}EI:'N t; F'�OS T E O.. L A f f...E,F`t!:_;' APf='RC)VE.` TC.1 r !., .E:`, E.. T t,",t:: ft I:tt'. .1 k"C.1X ,, f y I Iy}i.R' 1 the DISAPPROVE&4 7 ug-' Do to „ Times, '(} r 1.I # .I •'l-_s , t a (,J#'•-i R[iE ()t.(I . ,:; T r(sl: l.. t •(al. i~•I T'Y t r a.i.1 sheltor, (�',CIX 1.19 Li:i'+tb...i.:„ (fi si;.l.±.:.•;1, aI'1,..1 L.(: f.l'E.11°•! i l:JI'll .#`1; Phone r 9 f r.i ,1 -..a...::,, 8 0 Fax :h l `7a 7{) ,.P .:a2 7 .i.:' 5 I Ea,`i CHjE.. f:1.T• AN .Lr i::E L..(.. t T F4 k „ CALL (` 0) 32 c.• 14• >{ic. 1?,: tc•i I d.:at: e..r..,. #..t. t; t; .':Lii i)f', 1 f., 1 I I�,;:I P ,..:.I. ^..; { } I {..i:. t =..... r fl C i:[t;{ , 6 { t P :i:.l:}(i. L.. . a t Time Requwrhml « 0ON5008 L.,l... .f:l'll._ i #a_I t.f:1. `.,t 11 :I .Tli:R ir.�..l..l:t..r-- ,. <l'„:i.:a I;.E:::hl r4:�•1-.._�)..�_�•:,` <:.r4?F:, t,.J l...r=•Ili.. t.;f�:4 I:•:1:. i�t.)::� ..y. (ar.;,.r.#r.t:1:;. d Inspector, " J.ti`tl'•1 _(.: t' i lL iE:.a L t r. 1 r•1c? f i.:... WILDFIRE HAZARD RATING .Li l=. IS MEDIUM .... I' I T .I:GA i .L(:!l'•I RE::CAJIRS:;D 11k:1 (::ai 3 OR i.} IN KITCHEN AREA --NO STOVE. (!VE., E,.f: f(:',E-iria'-•1 (sf<.I:ia E € O Jal:: s`s ,�L f '.t t•,I: ONLY. A KITCFHAq ttJ(:3i,.11..D MAKE •1•'LIIS `::>iRI. C i(.11 .1..: AN r''IJ)t.J f lI(J:i> S I :Li I_h•i"f''k:i l[:i 'TT4 iL: OWNER FROM B1.J1L..l.),I:I I(3 A 11.1T t..?';E:: (:aili'I :3't`ii<::I::a!' Jit.1.i 1...J?.'.i ll.; OR fhDLI,. E' i7N PERIMETER DRAIN '1"i.1 _ BE :LNS T AI: l...ED I t.J111.7U PIT TO SOILS REPORT. l .G:.P (.s,.t€• 1;l...(.t1.1.1:5:1. D 17111OR TO I•qi(x'..I .l i lG .I h#`;ar'l .(.. f.l.i..31'l„ 200f) l .3f tal( cia,, STOVE r'll.J'... € Br,:: I::l `f I I i {r`e,:.{... 11 APPROVED. 'ALSO VERIFY (`19.•:6::. CLEARAMCF2. 40 f'.O/ T(' O W:I: •f l li. l..J*T' ! .1:1 It'+L.. ' ul:l:(..J)F,IRI... :rl l ,1 I..•(:,`t":11(",)hl T.'(::.?. O PERMIT 4' E:':, I l;:NT J:(:11d ' i.11 I I Ei. :1 :I: /.1.0,'I•;4. 1��'I.a.JiYip_c.LV {('�, 14:.1•�;1'7.1. T ' I'f::i., t..i;-'� .:: r:., {:)4) ELECTRICAL ;i i(g, I Ppl:it ct rota Li"", ,••01•411 fi1,101...1.11 t5n 09 0_„F2(,0 ;. ELECTRICAL 9a.L(:`t'le. a Tempo 'any ... Approved d by i.;rl EIl%111 I...,. t'ct.?.:t..J.a.4l #On Footing (`Il:al:=rt:aved by (,L.L:.NN L. RECEIVED OPEN N SOILS REPORT, I.I::IYI(:J'LtL::D l,E)1AR IN t)7:RT' , L.J)T1-4(ac; l (ac:7.1:, t nq Ready an 07/22!'2004 Status DISAPPROVED Inspector ('.... V. 6IN 1. ., VISE: D (:JE'01 SOW; REPORT, NEED FIELD SET OV PRINTS, S, E'.L,;z. API I U:..i._:1:) } TO 13I... OF;::' DIRT:, 1 r. f_`t:: f R l t'::r'c::... ;.t.,l. g l..r l;,F.Sady an 07,' .1.`..'2C)04 Stafus RE —INSPECT 1...;=1..:(•T l t l ...{:ie e. 't. 5r t 1::.1 1t I.E . 0. I'Ii::1�11T...f :i:i:1:ON i'`IT.ML.:,:T LAKE i..ta:.a.K RD, NO Lt,_..l'4i:.t:.{1it{••#S IllIt:r.l..V.. ..a;1.ON It POSTED. L.Arl•.l;t`iUS r"•iF:'{:'Ft(:)VED TO l .L,..l:(:,;..N(..1.: F14011 J BOX,, I.,{ .(i>`. SA P L. 1•�e7li1;.AO Av t t_0EYW!t..,! I1. T..a, l,t:_90...t.. t l i`'a' trail smel 3.at- ! . 0 ,. T. Ear'. E.. 7 f .AC,:rt..l:..., CO 81 915,.' 1.. t.. t Lt:.t!''•# 1 ,�:,h 1r.,;;.Nt Phone P.it :,;i ., t , 0 ,r an.8%:i! ...}:, Pax a (Y . i ) .:, ,c..+..,.. t '•T, a Y ) .':F..Q'...L.`t( AN "a ,. t. F t , E..A'_.A. ;(`. 0) .2001i'6 is L,.E.ir,Y.,lTtG;;G,: s Inspection QVINE T�F?f`a.l.L 1►►k;1,•.TER Ready sE F : 1 �?F..01 :,�"r.�..`. t):! I:..r`rla._ f 1..{,.Sc E,Est,rr.:l t GalS 1:414 F 1 .t..71='(-iNE .•.. (.3A:3 E31(rl.al : f ... !:i 1 11AZARD RATING :C':ii: t'ti,I?:LUM - MITIGATION REQUIRED 110 C3A'c, t,•1F: 220 IN KITCHEN ' f`':R .a •i: •' a,;t. •, STOVE. KITCHEN i��rF� PY'ri i (.t X31 . t) !);if 1" BAR _ f.)1 ,1. 'a',. !''s i{ f tla:a 1':1•l =+.Jrt,..11.:,D l!AKF:' THIS I t"RUC:"T"T.lRE AN P r:E U THUS I' 1 .1:Y1. t 1 T':LN9 "Ti U 1.1u3, tlLSa . 1. 8 t l t 1..,1..!:C1.1: !.,'is.., r^a F t.S f"i.:fRi.: (rat .t:.. l r^ri A'fiti .. DN PERIMETER DRAIN .O BE INSTALLED PURSUANT TO .;4.1J.L1 t'l T'CtF,:"E"., REPORT 4ATUIRED r`RI.OR TO f i,..'O"T'11!(.:,,.:Llr'_1 La..,! i:f:',M. 2000 1 SF NIAS 11J`0(. 0 ,..TE:T'4jE r'It.V;- t BE EPA PHASE G°,;iit.. 1::1 APPROVED. fll...SO VERIFY ALL CLEARANCES, R 'dl {i S,. NO t..:ta,`.i"•t.,O W1::70r'Tt•t.T• FINAL WILDFIRE .fNS l:CT.l,."N B1..DG PERMIT I T i.::X i 1...1.1 i ION UNTIL .1 1 :1.0/04 ;, ! L t..TMV11.416::k'ot. g •- Al.rl.;t'o'.,ed by DON! J. _.., tiaNEK on 09/13 ,,}r,',f4 1.1...i.,.."TS,..I,t:;A1...7:F+a:yugh .... Approved 1'y JfiHN! r' IAGL_IN cm 0 /il,.sE'.<':{ 041 ,.,I:ECTFta:i::AL PTemporary Al.pr'o,,a..d by t.:it.;t_.NN imp i x 1.1.1,Li...:Ct:1'hiG: oa`F.:Lng Approved by t t i:.NN L . F tr:l?Gl.:'. f..T.. ,::art 07,"'23f2004 i��,..i.�t...t:'Jl...i? t::iF�`1:�:i�l `ii..LL:.,,. a�l...t•E:al":'T.,; 1+.1...1'1t.i�,t;`1:) PiGi:)::;(�rl�'t :ChI T?:CF�:i""„ , 1.L1.....)t.t',t. ,41 c.rt.. t r rrit Ready on 07/22/2004 Status DISAPPROVED I•tit.) , ii:.t, .r t r..:t:�s.. s. E.eFr# t`•it..t..., E�•L . .. FEED OPEN SOILS REPORT, ttl.:(:.,t; FIELD SET til:.,'PRINTS, RE..t'f l hiL..L..C;S TO 107 t::}I°"'" T::}:t:R"T „ E:i E:a.:.tR.I:ttlV._,l;or_tt:Ih t44..ady r:,i.r 07f1r; :::a';0,:. S'tt:"a.e.t.4<.:,. RE —INSPECT :tt9.:.:e+. ,f:}r`" DENNIS r:i.. 1'i.iEtiMIT ?il"C'N AT WEST- l..t``rl'`E t...li..EK RD,, i`03 TNaF'ETIfLE:TNS I.I111 #`T...':... S1.GN 10 POSTED. L..rriTERt"',r...:. r .!•`F'F+:i:'tVt: x. ... ..j5{ S. ifi i 9�.tt� M 7i L_1 !jaan !.:h', i t.i'l ow n. .'V f ( .� t t p ton ;if t,,f ""M BOX WOOLM CO SIMI Flmne a (9701118-8700 Fax : (970028-71P5 An rommor aw 1044.:1NDITIOAk CAq. (970) 320-210". MY Mc,,, Read/ Date 2 Fri 09IM12000 (10MEMS f WILDFIRE HAZARD RATTSK3 US MEDIM MITI(SAIUM RE0UJRFD 400 GAS (It 0120 111 M4.YII�i'1-4 STOVE. APED,, TO, W�!-:V OUR. Y A KITCHEN DJOLK.D VIAKE QRS STRUCTURE IM AX)U THUS AITEM&MB 'RIF Jl)kllED-l',l 1"T:1*101111 1-.MILMQU A FUTURE CAIRIH:Tff�TKE:Rl PTH PERIMEFFT? DRAIN 10 BE THSTALLED PURSUANT TO MILB REPORT. "'..011.IO REPOR`r REAMMID FRICIR TO FOOTINO YMSPECTIOM— W000 WOOD STOVE MST BE EPA PHASE 11 APPROVED. AL20 VERTFY ALI CLEARAMCM, NU CO/TCO 141119O1.)'T FINAL. WILDFIRE 1NITNICTI4::4i•i MM 11/10/00 EXTENTION PLUMBINGuGas - Ready on 09/20/2004 Statw-i-, C."A'S, 1-401, &IMMSMONRcmugh Approved by DAN J. STMEY on 09/111"T",01 WATER 100 Mr, WnSTEMENT 5011 ROUGHIN r&MOVFD MECTR FCAL a Rough — Approved by �:JOHN EMETRICALsTemporary - Approved by GLU,11,4 1-- !::Yv('J,jF_Tf' on Q,/e1''-,1200,l- St UL DYNGg Footing - Approved b-:,- F*A-Dcil1-11, RECEIVED OPEN SOMS REVIORI, REMOVED I'll PURTit. vFooting - Ready on 01/22/2004 Statm DMAVROVED Inspector MEN&I NEED OPEN SOILS REPORV, MID FIELD SVr OV V01141% RM)F" NrEDS 40 fd• OFF RKETINICALgRough - Ready on 07/1?/2004 Status RETMSPFCT Inspector - Mbllk I E�'FT,..'MTT SIGN AT WEST LAKE CRERK RD, NO TNITYMUNS UNT11j. VNIM! TO PCMITLATFRALS APPROVED 11) RKITEMIT FRONt 3 BDX,, APMENED Upon the Followmltj DMAPPROVED rj RPIMOPMr Tim co T f� : l , �11 I i,-; ;, "", �� f'. ) I � j !� EME CEA14TY ECV90V BP- 1531 Phone a (970)328-8750 Fox iNSPECTION, k CAN (970) n2wmm, Date' 05/22/2004 BUILDING: Caller I COIIMi-._)IT�,�3 Z 6111010141 PAZARU RATING 10i NE11TLW1 - 111TIOATION REOV11110) NO GlAb OR 1020 111 KITC3NO! AREA --SKI 10TOW. Ki: T C.:J-TE N TO A WET PAR, OWLY. A K"TnHVN Mkh MAKE THIS SIROGRAW': A&4 �'�JAJ DOM 'v,,!!TLJ)3h[G A F011YRE. CARETAKER E!"LTING OR A01h, FEN PMAINEMR DRATH TO BE 1H*,��3T(.,)t_1 1"",J) TO �011_"i� (:) J:�,17 RETIUVRED FAITOR TO j1A0T1N1:.`,i 6T)CU) STOVE ?1UST BE 0% PTASE 11 6WOROVED. ALAO VERIFY ALL. CLEARAMOVS. hM CO/TCD WITINN0 FI&ML. WILDFIMT 1N01VCTTQ1 OLDS PERMY 1�i: XT )ii_N1,Y%�'j:) N tNTIL 11/10/04. Ci-TY PLUMBIN600as - Approved by JOH4 ANGLAA 09/2q/2004 ('wV; Low. Appl:�(.';Vi�::D 11.,� Ready on 09/20/2004 Status DISAFTTMVFD Inspector DAVI J. SYNNE Approved by DAN J. 1TANNE0 on WATrR 100 Pq1, WASTE/VENT M&I WATKIN APINOVED 0.0311TI[AL.KRough - Apprqyed by JUNA N131.141 im 09/03/120041 rIECTRICAUtTempbrary - Approved by GLENN L. PADGETI on 0026/P001 BUILDING; Foc, ('.ipproved oy GLE"Al L. PA0QFTT on 0?1?512004� F&BAR f?4 %FQT!i DIJILPING 9 Footing Ready on 07/22/200q StaLus DISAPPROVED inspQctor (AjAm AED OPT11 S00 S RVPORf, nOTS F]ILD SET OF PUNTS, REF:A14,,' TO DIR4 KIM I CAU a Romq h - Reedy an 07/19/2004 Status RF-INSPECT Inspoctor, DENNIS G_ SIGM AT WEST LAKE CREEK RD, NO !MSPECTIE3103 (N=L SION 11 APPROVED TO J REM. < ADDETTONiA. COMMENTS AVA11AQ0,C - 03EAV P'YLAY > ...... .... ... - jQ1,46muopajAn the Following corrections DISAPPROVED REINT4007- X X-A flow 1 A. I- t (IC-1111 ill L', I"! T T N'.C) 1:1, V 1:�'. t C) F, i,q!::" H T �T]('41 C) :1. 7 1::. C.j I I'l-.11 CIO �A W. 1: 71 "'D, C.*(,.`-A 1- (970) ... .... .... .... .... . ..... ... . .... .. .... . 'ER 1, 1. t.:". :1.'*.",:: 14 1.. 1.- V" Iq 12�.,Z�' 9,2'6 Y07"' I," k.'O c: I-1 c. C'N'll . ............ ... .... .... . .. . ............ ...... .... .... ... (AF., AREA -1-10 A I<... f:R(DIll F'UTURF" TO 13F: TO 1,1011-13, F" F, 0 F"T F*-'A::.(.A.J'I1'R�,::D I I I E" C', 1 1 1, 1 2 C' F: WOOD S,-FOVE. NUE,"T, I'fl*.,:.,, 11- ff�,,P,F Rf.,,1vi::J,- TOTAI OTY A d 1:3 J) A I -A 'y ST (.'I H 1: K 9 I_ C)tq,r FTZO F, (IN l��*,^,**T*I::"I:�',''i'(')!!Z. ROOF' -Cf.) T;'D F,�'R F"I Lj III BT, Hf.3 ('.i A p p k,-I by 09/2'�/��':.00-4 U 11-111:31, NCIJ C3 09/20120()e1 Doi-"! .f T UM" by J� I'' LJ --f- I- - V 1: Pipprovc.--d by 'JOIAN TIA by L. 0',*-",��".'.*,..'.'-";,/".,.."()O"i, C 111 R I::- 1:�� y R lyt C. E" D F 1:.,. E", A 1: 11 f 1 1, U I DT 1-41 C..; F, c; o t:i. rt (:.)I.l D J' E-*'�f,-,Ii:"I::,I:.,"(,)V!:,:�'l) 'I P7." F.- D F, T E, 1 1) �1:1' C F, I �Y F, 1' 1-111, (J f., ("'It P1 V A :1. 1 fV.?,L_f:. ..... .... . ........ ....... ...... . ... .. .... ....... .. 43- ,z I D11 EtWE CnX1qTY C'040) 0PA5312 trail s hot ter BOX 1.79 1, lii:A(AJ�--., C'.0 8�1631. INSPECTEON NUMBER Phone g (970)328-8730 Fax N (970)328-7185 10 (.4-1 CALL (970) 320-S106, ........ .. -1-11 . .... .... .. ..... .... . ... ... .... DAte 1.0/12/2004 COVERnInsulation Inspection 13m26:53 LEVINE TRAIL SHELAPIZ Ready Date i Weds 10/13/2004 Caller 12:08 DARCY 970-926-9077 2902 W LAKE CREEK RD DAVE c"'AMY'., .. .... .... .... . ... ......... . ........ .... COV1MENTS FKMAE; WILDFIRE HAZARD RATING IS MEDIUM - MITIGATION REQUIFUED NO GAIT OR 1020 IN KITCHEN AREA--113 STOVE. KITCHIEN AvREA TO BE A WET BAR 01-41_.Y. A KITCHEN WO)U1 1) 111AKE f'1--1I':3. 4".3TRUCTURE AN Af')U OWI%W�:R FROM A%*'UjA..D:[N(*:*j A FUTURE CARETAKER BUILDING OR ADIJ. DRAIN TO BE INSTALLED PURSUANT TO SOILS REPORT. 1101 1-"i: SCJIL_13� REQUIRED PRIOR TO FOOTING INSPECTIDFU 2000 M2F 1,40(7if) ST()V[�' MUST BE EPA PHASE 11 APPROVED. ALSO VERIFYALI, CLEARANCES! NO COAFCO W1111OUT FINAL WILDFIRE INSPECTION BLDG PERMIT EXTENTION U007M. 11/10/04. TOTAI VAI UATION UTY 1::'LAN Cl.-IEC'v COVERnInsulation - Ready an 10/12/2004 Status RE -INSPECT inspector GlAaWi L_ 111fl�D:::1) (11 RO ;--I ON BATH ROOM, FAN�, I%frii:ED "('(:) TAKli-'.: FITAMING CORRECTIONS, NEED TO OPEN ACCESS 113 CRAWLJER TO CHEU:& 1: 1'4'�:A.j I ATIC)N 111 BUILDING:Framing - Approved by DAN J. STANEK an 09/29/2004 HAVE A PROPANE DRAIN INSTALLED 1�RON C14"AW1 SPACE DAYLIGHTED TO EXTERIOR. 2 ROOF TO BE FIRERATED 1�:T�T'.,' PLUMBINONGas - Approved by JOHN N*A.141 cmy 09/24/2004 Al::1:'ROVI:�J.) l:N �' ], 1:: "A C I i "'. " PLUMBINGm6as Ready on 09/20/2004 Status Lar PLAMB111014ough - Approved by DAN j. STOUIPA on 051/13/200101 WATER 100 PSI, WASTEIVENT 5PSI MNYAM APPROVED ECECTRICALuRough - Approved by JMAN QA3LJT4 on 09/03/200,"1, ELECTRICALPTemporary - Approved by GLENN L. PADGETT on ()7/26/2004 < ADDITIONAL COMMENTS AVAILAWE -- EWIE PALE :�:- . ............. .... ....... . ...... . ........ .......... ...".... . .... ... ... .... .... ............. APPROVED C1 Upon the Following correction, E] DISAPPROVED REINSPECT . .... .... .... .... ... .... ........ .......... ..... .. ... .... . ........ ........ f Y C (.,j 1 1 D 1��I k) P.O. BOX 179 low x" cn 8163:1. ThISPUCTION MAIBER TO REQUEST AN TNSPFC'TT(:)f,,.I:: CA1,J. (,.:�"70) VE'N"I"11 LEVINE TRAIL SHELTER Ready Date a Mon 10/18/2004 DARC.Y 926-90"'�17 2902 W LAKE CREEK DAVE 1_'.*'Ii�:AR ...... .... .. ........ .. . .... .... .... ........ . .. .... .... .. ..... ROW% WILDFIRE HAZARD RATYNB IS ME3)IUM FITTIGATION RITOUTRED 110 ('3'AS OR: 04 KITCHITIA AREA--fR3 STOVE. KITCHEN AREA TO BE A WUT BAR ONLY. A KITCHEN WOULD MAKE THIS STRUCTURE AN ADU TIIUI�.'; OWJIII�i:R I::'ROI"1 BUILDING A FUTURE CARETAKER BUILDING OR ADU. FDN PERIMETER DRAIN TO BE INSTALLED PURSUANT TO SOILS REF"OFIr. N 1-101 li�: ".."'.0T s REOUIRED PIWIOR TO FOOTING INSPECTIOW 2660 PSV WAP,"PSUMED. WC10D �BTC)Vf�: MUST El�`0; PHASE 11 APPROVED. f-1-1111 SID V[�]:"T I`:,)" 140 WITHcur FINAI. WILDF'IRE INSPECTION BLDG PERMIT EXTENTIC)N UNTIL 11/10/04. TOTAI... QTY COVERNTnsulation - Approved by DAVID BARTHOLOMEM on 10/13/200q APPROVED EXTERIOR/ INTERIOR WALLS. R-19 AND P-11. INSULACTUa) R001- SY00% COVER: Insulation - Ready on 10/12/2004 Status RE -INSPECT NEED A MECHANICAL ROUG11 01�1 T*,f1'1'1_I_'I TAKI�i: (".*AI:"'.I�"-.'. 01�;' FRAI'11�-4(33 COF,,RECT TONS, NEED TO CWEN ACCf��S 'IT) CHECK T HSU I_ AT T ON III BUILDING g Framing - Approved by DAN j. 6110HEK on 09/29/2004! NEED FOLADWING 1. PROPANE 13111,11OP (11 14ATAT A PREPANIT DRAIN INSTALLED 1:� jj�: 1:� �A TC TO EXTERIOR. 2 RC _.J) Approved 1-.)-y JOIIN WAS LINIT APFqwOVED IN CnTAWL GPAGE,� VIAMITINGaBas - Ready on 09/20/2004 Status DISALOROVED D6H 1"10T PLUMBINGuRough - Approved IT DAN J. EJTf4qEA( on 09/13/0014 WATER 100 PSI, WASTE/VENT 5FI31 ROUGHIN APP110VED < ADDITIONAL COMMENTS AVAILAI:Ji_-.1-:�- I::-:I:l Y'i: .. ..... .... .... .... ..... ''.. . .... .... .... : .... ........ ... .. FROVED corrections DISAPPROVED REIHASTIECT ... ....... ... .... ... ... ......................... .. Date Time .I lnspecAor INSPECTION REMUEST,. trail shelter� 1::',.0 J-79 E`:AGI F CO 8:1. 6 INSPECTION WKWIRER 970)328 8730 17a x 0j070)32S-71S5 I:1'1.Iii:(;)UIii:�3T AN (970) -,"),2813106 .............. ........ ...... ... ...... ELECTRICALsFinal Inspectio j�ie I' -.-.quested s 13:28:28 LEVINE TRAIL SHELTERV�, It ady&Date s Mpn 11/15/2004 ZAINO,; PREMIER ELECT 328-9377 2902� W SQ11"jed Inspytor i GLYNN BEAR CAMP . ...................... ....... ............ ..... ...... . ...... . .... .. . . ........... .... . 7`77777 COMMENTS I,I0T1:i:13 IS IIIEDIJAI - MITIGATION NO GA13 OR 220 IN KlT(:..*I--IE-.'I'I AREA QO STOVE. KITCHEN AREA TO BE A WET BAI:� ONLY. A KITCHEN WOULD MAKE THIS STRUCTURE AN Aixi OWNER 1::"ROI-11 BUILDING A PUTUREVARETAKER BUILDING OR ADU. DR. I A N TO BE INSTALLED F1JRSUANT TO SO I L S , HO&E REPorn. Rli.:QUIRED. PRIOR TO FOOTING INSPECTION, A0Q0 PSF� EPA 1:1-1ASE 11, APPROV66 1 ALSO VERII:-Y�:Al I (:,LEAR' , A II( 'S NO CQ/TCO W1111OUT,FINAL wiLDFIREAMSPECTION PERMIT EXTENTION UNTIL 11/10/04. .RESIDENTIAL PTY ELgCIRICALiSbrvice 7 Ready on 01/15/2004 'Stc-t-1--us GEN. VENTILATION - Approved by DAVID BARTHOLOMEW on 10/18/200/4. VENTILATION INSPECTED AND APPROVED. COVER a Insulation, - Approved by DAVID BARTHOI 01111W an 10/13/2004 APPROVED EAERIORZINTERIOR WALLS. R-19 AMD R-11. 111'�!*;Ul A41',1.) k(*A-)I::' SYSTIDI COVERsInsulation 7 Ready Q 10/12/0004 Status RE -INSPECT Inspector GLI�� NEED A MECHANICAL ROUGH ON BATH ROOM FAN, NEED TO TAKE CARE OF', FRAMIMO CORRECTIONS, NEED TO COEN ACCESS TO CR(wi,f�xz To (._>*xI<- INSULATION III ClZOWLER BUILDING :Framing - Approved by DAN Z% 3TAI,N;.K or, 09/29/2004 I".01_1 OWING 1. 1::'ROPANE SENSOR OR HAVE A DRY)IN J`ROM CRAWI Sf.:,ACE, DAYI...IGHTED TO EXTERIOR. 2 Iwx-jr-', rci x-*.o: WILDFIRE RATING FLUMBIN&Gas - Approved by JOHN ANGLIN,pn 09>24/2001 GAS LINE�APPROVED IN CRAWL SPACE. F%nVIDIN000as - Ready an 09/20/2004 Status DISAPPROVED Inspector DAN J. OAS TEST NOT UNDER PRESSURE < ADDITIOWAL COMMENTS AVAILABLE SEE FILL > 4" the mj mueller co., inc. 10 November 2003 Ross Easterling/Chris Gunion Eagle County Community Development Department PO Box 179 Eagle, Colorado 81631 Subject: Plan Review Response Letter Building Permit #15312 TRAIL SHELTER 2902 West Lake Creek Road Eagle County, Colorado Dear Ross/Chris: The following items have been revised on the attached set of drawings dated 10 November 2003. See previously referenced letter by yourselves dated October 23, 2003. The following items are to be noted: 1) KITCHEN STOVE The kitchen will not have a stove. "Kitchen" as referenced on Sheet Al was changed to "Wet Bar". 2) MODERATE WILDFIRE HAZARD AREA The roofs are referenced on Elevations as "non-combustible".. The framing members on the exterior deck were changed to RS 6x10 spaced at 4811 on center supported by a RS 63,.10 beam. The decking was changed to 4x6 decking. The rooff rafte.,;-s were changed to 4x10 rafters. All 8x8 columns and beams, and 2x6 roof decking remained per original plans. See associated structural plans and sections. 3) BASEMENT MECHANICAL ROOM The basement mechanical room has been changed to a crawlspace accessible from the living room floor. The building will be heated with electric, baseboard, propane will not be used. The footing level around the building was raised 21-011. The grade inside the crawlspace was raised to 1811 beneath exposed floor joists. 4)- EXTERIOR DECK The exterior deck will not exceed 3011 above surrounding grade. Elevations and Sections have been noted accordingly. civil architectural and structural engineering 9 p.o. box 2747 vail, colorado 81658 476-2627 476-2637 JFAX) EAC"JI-F CO'U!"ITY "COMDEV BP-15312 13(:)"' 1. 79 CC) (5�70)3284 16 Fax (970)328-71Q`5- III R11'611131::'S'f�" AN CAI i (970) 321. 7�-8106 ............ .... ... ........ . ... .... ... ......... . W 4 �JQCTRICALPService In spot 4 160300 LEVINE TRAIL SHELTER Mon 1.1,15/2004 Read I 328-9377 2902 W LAKE CREEK RD Scheduled Inspector GLENN BEAR CAMP ......... ... ... .... ...... ..... ..... is I'll.-D.)IUM MITIGATION cjl:� '220 IN KITCHEN AREA --NO STOVE. KITCHEN AREA TO BIH.: A wli:'T 09 A I(Imag ' QIJI 1) IlPiKE THIS STRUCTURE AN ADU THUS PREVENTING niE BU11 A FUTURE CARETAKER BUILDING OR ADU. FON PERIMETER DRAIN TO BE INSTALLED PURSUANT TO SOIL-13 REPORTw I+X_r.�: 6,01L.13' REPORT REQUIRED PRIOR TO FOOTINO 2000 P51", =OD"STOVE MUST BE EPA PHASE 11 APPROVED. ALSO VERIFY ALL. CLEARANCES.- W1111OUT FINAL WILDFIRE INSPECTION BI DO 1:"I�J�6`117 EXTEMTION UNTIL 11/10/04. QTY - 2:1.00 FLECTRTCAL:Final Ready on 11/15>0004 Status REQUESTED Inspector GLEINN VEI-TT'It...ATION Apj:)roved by DAVID BARTHOLOMEW an 10/18/2004 VENTILATION INSI::'ECTIn -&-11) AF -ZOVED. §60VERaInsulation - Approved by DAVID BARTHOLOMEW on 10/13/2004 :1 APPROVED EXTERIOR/INTERIOR WALL,S. R-19 AND R-11. INSULATED ROOF SYSTEM. COVER i Insulation - Ready an 10/12/2004 Status RE -INSPECT Inspector GLJENIN L." A ROL)(314 01-,1 1.iATH RO(31vI FAN, NEED TO TAKE CARE OF 1::'PA1111,46 CORRECT 1:01,4%,'3, TO ACCl'i-'_'3S TO CROWLT-.R TO BUILDINBaFraming - Approved by DAN J. STANEK an 09/29/2004 i::'01 I OW:1:N(3 1. SENSOR OR I--!AV1'-_--. A DRAIII-'i fll�'33"Al L.FJ" 1_,*R,0I1 CRAWLSPACE DAYLIGHTED TO EXTIRIOR. 2 ROOF TO BE FIRERATED PER WILDFIRE RATING PLUMBING:Gas - Approved by JOYIN ANGLIN on 09/24/2004 A S 1 INI':'i: A1*_*1I::'ROV1'_**,D 11,4 CRAWI_ PLUMB11,16:61s Ready an 09/20/2004 Status DISAPI::'ROV1i,:D Ii%1�.-..I-jec-L('.)r DA*,I 'J. Tl-'.*�ST UNDER PRF'S,13URE < ADDITIONAL COMMENTS AVAILABLf..-.' SI::J.'.'. FII li'.. .... .... .... ... .... ........ . ... .... ... A ........ .. . .......... . [3 Upon the Following corrections [:I REINSPECT ... .... ...... ............ ........... ... ... .... ....... .... ... ... x/' DA Le Time —Ton Page 2 Ross Easterling/Chris Gunion 10 November 2003 Due to the number of items that were revised per your letter, and owAer and contractor requested changes, the changed items were not clouded on the original drawings. Instead, the date was changed to today's date. This letter hopefully, is adequate to serve as a list of changes to the original drawings. If you have any questions regarding this project, please contact this office at the phone number shown on the cover sheet. INC. cc: Mr. Chris Warner-THOMAS & WARNER CONSTRUCTION, LLC V I a bft %0 60* 1 V sou Sao SEPARATE PERMTS ARE REQUMM FOR PLUMBING, MECHANICAL & ELECTRICAL WORK wrw 1% All clecuical work stall comp' with the - je4AA NEC plus Eagle Couw.-y Amendments 4w N0710E- NO InSPOctlOns will be made on this Prolect unless this set of aW*v9d P18fw Is available for ffelcl Inspector,8 use. REVIEWED FOR CODE COMPLIANCE SUBJECT To Fl Date -ILL11g, By PwOn-Dombnent �ilt4lt4014 ?,-SO 11�11111,p 1 ?4 SVI-hnorl ;al gf- PftltoLt 5U4A(X- f-A 1 KI%M \j -11, Pe,110 APP is 60LUANS PSIX mkoop F0114T 46 Pef-*imo Fe A wo G5 we \WI�41EER W:;Q, ELNAMO O's Lid' mft, feek &OW 41 f4WI,,46 AVV fVUt4,prfnoJ Peg SIT-OC.TtJPA4_ DFA'AiA49 S3 E T I N Z 1/4 V— 0 7 PRoVjjDjgUNDFjtFL00R CROSS-Imm"'noN AT 1/1506op THOCRAWL SPACE NOW, 4?-A0L-5eA<P- FLOOFLAREAPEFCUBC A� k1 L S F A 7 7 LOWER FLOOR PLAN 1/419 019 .MAIN FLOOR PLAN 1/41, = 13— o') NOY j a 803 tk§L� COUNtY ombNrry, bav��pmmm 6119wrtl Qeww loom CL 0 ti I LLW LLW 0 cq cc: w m m Uj 0 z I'm 4 0 6 -<O 00 Ujo ujcro M, Uj < Z LLJ c1*4 Al OF 3. cio MCD >0 0 r-*m M m ocn> 0-4� cr-r, Z> 4A-O- � -<M=,,, t, 00"', ow, 0> x r z 0 m 9 03 m CA) 90d NOIJLVA313 HJLU.ON - *9mallso4vol -rio" t.K"9 Odtilri doom IN-WH I L NOI-LVA313 JLS3M -IT kdc7 IL a c Jo uv MCD >0 5N)..q r-*M mm ocn> 0--i� cr-r, Z> 4!9—co -<M=. 0 om- OW-rm 0> a 13 a 89 , x 0 z 0 m 9 co m -j 990 —A NOIIVA313 ISV3 -74 'eT*qar\ -*4aw, 14. iv)lp'L &)tq((Sl �M4ws ldvd-a srwt4l)ll qHlan (loan a4ro wi�R 110 -A NOI-LVA313 H-Lnos . -./ fjo" "trazge-1 77101.0(livia),opiq fMt4It4 FK f(AW A0 AW-WA Tof hoo borm Enw,11 ONFZ- Mim -*4- oAg a ie ,,e, ti rt-� Hr oex-TION Ivo I o m tit= po" 1,0 5Q, r-T. Tow I? T. la N rA 4 Ptiw a I c, ' I 30. " I I m SECTION A 41 FIN L:=- OPEJY Fi()L",SOILg FiEpoRr EOU'REID AT FOOTING INSPECTION. (12 CONCRETE ENCASED GROUNDING ELECTRODE REQUIRED IN FOOTING/ FOUNDATION PER NEC, 250-50(C) MINIMUM 2044 REBAR OR MINIMUM 20'#4 BARE C37PPER MUST BE INSTALLED AT FOOTING INSPECTION FOUNDATION PLAN 0 rAeLp a"lZpjRMT-- V;OOTI96 eLf-WHION 1/4 19_ 093 �19 A,--rlH�-, &r C009*tk-1100- C., x W, - C5 (-) :Zw>� ce) 0 <z 0 04 —J:) F-0 cr. Lu <U)() LLJ Lu �:—j UM C-4 > 0 LU z OF3 cio ZS MCD >0 6) r—*m M m O(n> 0-1� C=rl Z>U) — F-W 00, Cl O> PI;O cor 07 8 iT z 0 m 9 Ou m C) Ito —6L !DNIVIVH:I:AOOH L-Aftil ;10 lal;>Cg ,__j ol 5C400001 c'-/s -7,7; 1-10� '109 SlAq RE 'J�10 :t ,to !DNIINVH:J 13A31 NIVLN ';�s STRUCTURAL SPECIFICATIONS 1) Foundation design based upon assumed maximum soils bearing 10) Live loads used for design - capacity of 2000 pof and equivalent fluid pressure of 5o pcf -Roof-90 pof anow. to be verified at time of excavation. field test perimeter :Floor-50 psf residential. drain before backfilling. All footings are to bear upon Deck-100 psf. natural undisturbed soil. -Wind-25 pof. 2)* All foundation around perimeter of structure shall have minimum -Earthquake-Zone 1 UBC. frost protection of 48" to bottom of footing. All foundation 11) All construction must comply with the 1997 Uniform Building walls and columns to be centered on concrete footings unless Code as adopted by the Eagle County Building Department, the shown otherwise on plans. "General Conditions of the Contract for construction" (AIA 3) All cast in place concrete must be made with Portland Cement Document A201), and provisions of moderate wildfire hazard as and attain minimum compressive strength of 3000 psi after 28 4000 28 days adopted by Eagle County. All aonstruction must be completed "Residential days (minimum compressive strength of psi after for concrete slabs) . Design based upon BUILDING CODE within the tolerances described in the Construction Performance Guidelines" as prepared by the 14p(�ISF_ &-,71JKSC,5EJt4r, REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318), 1999. concrete NATIONAL ASSOCIATION OF HOME WILDERS. p lacement to conform with "Construction Requirements" as 12) construct walls as follows - defined in American concrete Institute Code mentioned above. -Exterior-2X6 16" cc All concrete slabs on grade must be provided control joints -Interior-2X4 1611 cc:, unless noted otherwise. (scored or cut) in accordance with soils report. All exposed 13),All beams, joists and rafters are to bear upon walls or beams edges of concrete shall have 1/211 champfer. Concrete work OR be hung with SIMPSON strong -Tie hangers or approved equals. shall not have any horizontal cold joints unless authorized by All connection hardware as manufactlared by SIMPSON Strong -Tie the structural engineer. Field coordinate all vertical cold or approved equals. joints with structural engineer. 14) All structural members are shaVn in their final positions 4) Reinforcing steel is ASTM Grade 40. Reinforcement placement properly braced and supported, during construction it may be shall conform with MANUAL OF STANDARD PRACTICE, 2001 as necessary to shore portions of the structure while other prepared by CRSI. All lap splices to be minimum 36 bar portioni are being constructed. Contact the structural diameters, all horizontal reinforcing steel to be continuous engineer for consultation as required. around corners and at wall intersections. Minimum 15) Contractor is responsible for all non -specified connections, reinforcement protection: contact structural engineer for details as required. Engineer -concrete poured against earth 311 to approve all structural suboUtutions. -Concrete poured in forms 211 16) Floor framing must be complete and in place prior tb -Slabs I,. backfilling cured foundation . Valle, unless adequate bracing is I'V �"Qu 5) All lumber shall be Doug -Fir #2 S4S or better, all wolmanized in place. 1- mber shall be Hem -Fir #2 S4S or better (all lumber within 1811 17) Contractor is to coordinate all diaphragm penetrations (ie, UPI- .45 W of finish grade must be wolmanized). Provide solid blocking chimneys, plumbing sewers, eta.) through floors, roofs and cot_)T, at 81-0" on center in all diaphragms. All timbers are Doug- foundation walls with appropriate sub -contractors. General Fir #I or better. All columns to be continuous bearing to Contractor is responsible for means, methods, techniques, foundation. sequences, procedures, workmanship and job -site safety 6) 7) Anchor bolts and bolts shall be A307 or better. Sheath floors with 3/4" T and G plywood with minimum span associated with this project. General Contractor to verify all dimensions and elevations with architectural drawings. Notify 1L_ ts; poweLs rating of 40/20 or better and glue with PL400. Nail plywood engineer of all conflicts or omissions between various elements with lod 0 611 cc to all joists, field coordinate screw option. of the working drawings and the existing conditions before Cover decks with 4X6 decking with 2 screws per bearing point. commencing with that portion of the project. 8) Sheath roofs with 5/811 plywood with minimum span rating of 18) All materials exposed to exterior and/or moisture conditions 40/20 or better. Nail plywood with ed @ 611 cc at panel edges shall be treated for these conditions (is, chemical treatment, 9) and 1211 cc at intermediate members. Sheath all exterior walls with 1/211 plywood with minimum span staining, painting, damproofing membranes, flashing, etc.) as required by code. All materiais to be treated for fir. rating of 24/0 or better. Wail with 8d @ 611 cc to all studs. resistance as required by code. SAC" W". a' I i-V!5QuAf-1_ L 0' 2.�_o 11 by'b e-OLUMN 41 1�lm p T 11 001J. 61, WiX W/e- #-S; Dive -us viewev 1- ?Orrt" So, C\I UJ IM 2 LIJ 0 Z IOU a <0 k -00 W< uh�ml k "Jo, -.11W, L4 - (.)o <Z .J-J:D MWEF-0 Cn u LUUJ iass LLJ SECTIO&P1 B '30F x ^ 4 1 OAM a 11 n IA— c-C- S:Ls 06-24-04 10:13 TO:ENVIRONMENTAL HEALTH FROM:9786864470 P02 2( 04 9 : 10 AIM i e a, n n ; N,- F. TO: rMOUNTAIN CONrPTWCf ION & IMANIAGEMENT COMPANY, LLC 225 Main Street, Suite G-003 EDWARDS, Co 81632 FAX TRANSMITTAL FORM Date. (-,, qa-?: 4 - Numbers of pages (including cover): k:�C4,- ky— �� o i�g v--� Phbile: g — 2-?55 Fax: S2-T— X-7n 'CC,, LzoT-,-- — — FROM: Phone: 970-926-907 7 Fax: 970-926-9081 cc: 0 URGENT 0 FOR REVIEW 0 PLEASE COMMENT SE REPLY' 0 PLEA,., J,J 1-1 K-- I-Z$ Gil 1Y JJ1 Uu1c] I I VVIU I Ll 115 Lrdf i5mission, piease caii 925-9077 as soon as possible. &6-24-04 10:13 TO:ENVIRONMENTAL HEALTH FROM:9786864470 P&I DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-'8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND R MERRY, REHS Director DATE: July 15, 2004 TO: Arena Excavating FROM: M EAGLE COUNTY Eagle County Department of Environmental Health Individual Sewage Disposal System Alteration Permit #231 1A-03, Tax Parcel #2105-301-01-001. Property Location: 2902 West Lake Creek Rd., Edwards, CO., Levine warming hut. Enclosed is your ISDS Alteration Permit #23 11 A-03 and a copy of the engineer I s design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the pen -nit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 231 1A-03 LKP Engineering, Luiza Petrovska July 2004 Chrono file Encl: ISDS Permit #231 1A-03 500 Broadway, P.O. Box 179, Eagle, Colorado 8 1631-0179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 Copy OF PERMIT MUST BE POSTED A T INSTALLA TION SITE. PERMIT# 2621-07 BUILDING PERMIT# BP-18406 OWNER: S. ROBERT LEVINE, III PHONE: N/A MAILING ADDRESS: 120 AVIATION AVE., PORTSMOUTH, NH, 03801 APPLICANT: MCMC/MARK VANDERSEA/BART PHONE: 744-521-8070/3904734 THOMAS SYSTEM LOCATION: CASTEEL CREEK RANCH TAX PARCEL NO. 210530100002 WARMING HUT LICENSED INSTALLER: STEVE JEWETT, ARENA LICENSE NO. 80-07 PHONE: 904-3478 EXCAVATING DESIGNENGINEER: LOUIZAPETROVSKA,LKPENG. PHONE: 926-9088 SYSTEM SIZED TO ACCOMODATE ONE BEDROOM AND TEN USERS OF THE WARMING HUT FACILITY: INSTALLATION GRANTED FOR THE FOLLOWING: 160 SQUARE FEET OF ADDITIONAL ABSORPTION AREA CREDIT VIA 5 STANDARD INFILTRATOR CHAMBERS AS SHOWN ON THE DESIGN ENGINEERS DRAWING STAMPED, SIGNED AND DATED 6/4/07. NOTE: 8 Q4 INFILTRATORS CAN BE SUBSTITUTED FOR THE 5 STANDARD INFILTRATOR CHAMBERS. SPECIAL INSTRUCTIONS:' DO NOT INSTALL IN WET WEATHER CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK -FILLING ANY PORTION OF THE INSTALLATION OR WITH ANY QUESTIONS. BUILDING OCCUPANCY WILL NOT BE ALLOWED UNTIL THE SEPTIC SYSTEM HAS BEENINSPECTED, CERTIFIED AND APPROVED ENVIRONMENTAL HEALTH APPROVAL: DATE: August 24,2007 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104,1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS NO SYSTEM SHALL BE DEEMED UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: _ SQUARE FEET (VIA INSTALLED GALLON SEPTIC TANK LOCATED DEGREESAND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OFSYSTEMISMADE. ARRANGEA RE-INSpECTION WHEN WORK IS COMPLETED ENVIRONMENTAL HEALTH APPROVAL: DATE: Department of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDSPermit# SUIRI-OT Building Permit # /&C)6 INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. The pre -construction site visit fee is $85.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: S. Robert Levine, III Mailing Address: 120 Aviation Ave., Portsmouth, NH 03801 Phone: private Applicant/Contact Person: MCIVIC /Mark Vandersea /Bart Thomas Phone: 774-521-8070/970-390-4734 Licensed Systems Contractor: Stevejewett Company/DBA: Arena Excavating Mailing Address: P.O. Box 4809, Eagle, CO 81631 Permit Application is for: F- New Installation License # aadd �0 om�?' Phone: 970-904-3478 _0 U_-V(- .3c Fx- Alteration F- Repair Location of Proposed Individual Sewage Disposal System: Legal Description: S1/2,NE1/4,NE1/4,SEC30 Tax Parcel Number: C)o �J, _ Lot Size: 9 <�. Assessor's Link: www.eacilecounty.us/patie I Physical Address: 2902 West Lake Creek Rd. Building Type: jx— Residential/Single Family Number of Bedrooms: 1 F- Residential/Multi Family Number of Bedrooms: Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: Fx- Private Well F- Spring F- Surface F- Public If Public Name Applicant Signature : Office Use Only Amount Paid: 25-0c�_'- Receipt#: 1306-3 Check#: Date: tp DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us August 24, 2007 Steve Jewett Arena Excavating PO Box 4809 Eagle, CO 81631 EAGLE COUNIY RAYMOND R MERRY, REHS Director RE: Issuance of Individual Sewage Disposal System (ISDS) Permit #2621-07; Tax Parcel #210530100002; Property Location: Casteel Creek Ranch Warming Hut Dear Steve, Please find enclosed ISDS permit, number 2621-07 to conduct the construction exactly as indicated on the permit. It remains valid for 120 days or for the duration of a current building permit. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications must be pre -approved by this department Also enclosed is a final inspection completeness check list to assist you in making sure all of the detailed points of an inspection have been properly addressed before calling for your final inspection. It is important to pay close attention to the special conditions which may have been included to address site specific issues. All components of the system must be exposed for our inspection. Projects that require multiple inspections will be assessed a re -inspection fee of $55.00 payable before or at the time of inspection. It is extremely important to remember to rake all infiltrative surfaces and avoid installing systems in wet or frozen ground. In addition to avoiding installations during'unfavorable site conditions, please be advised of our annual time frame for ISDS installations, unless otherwise specifically approved by this department. Permits issued on or before November 15 must be installed prior to December 1. Spring field activities typically resume around mid March. Avoiding the winter months promotes better site evaluations, designs and installations resulting in the best private wastewater system for our customers. If unfavorable conditions prevail between the installation and the final inspection (such as snow) special precautions must be taken to protect the drain field area from the elements. Please keep this office informed regarding the progress of your installation so we can provide responsive customer service when scheduling your final inspection. The Temporary Occupancy Permit (TCO) associated with the building permit cannot be issued without the septic system being finally inspected. Systems designed by a registered professional engineer must be inspected and certified by the design engineer as well as Eagle County Environmental Health. If you have any questions, please feel free to contact us at (970) 328-8755. Sincerely, Terri Vroman, Administrative Technician IV cc: . electronic permit folder electronic chronological file hard copy permit file LKP Engineering Enclosures: ISDS Permit #2621-07 Final Inspection Completeness Checklist Engineer design 500 Broadway, RO. Box 179, Eagle, Colorado 81631-0179 EAGLE COUNTY COMDEV COMMUNITY DEVELOPMENT P.O. BOX 179 EAGLE, CO 81631 (970)328-8730 ------------------------------------------------------------------------------- Date : 06/06/2007 Receipt # 136753 Amount : 350.00 Clerk : TVROMAN ------------------------------------------------------------------------------- Description Amount -------------------------------------------------------------------------- 2 ---- 1-(9) ENV. HEALTH - ISDS PERMIT 350.00 ISDS Permit - Qty 1 350.00 CHECK PAYMENT CHECK # 508253 ($350.00) MOUNTAIN CONSTRUCTION & MGMT CO,.LLC 225 MAIN STREET SUITE G-003 EDWARDS, CO 81632 ISDS PERMIT - 2902 W. LAKE CREEK RD. Page 1 LKP Engineering, Inc. CIVILIGROTECHNICAL October 22, 2007 Mr. Bart Thomas RE: Inspection of Septic System installation. MCMC LLC Addition P.O. Box 1921 Trail Shelter Edwards, CO 81632 2902 West Lake Creek Road Eagle County, Colorado Project No. 04074 - Permit No. 2621-07 Dear Bart: At the request of Mark Vandersea, on September 25, 2007, we visited the construction site for the addition/remode ' I to the Trail Shelter at 2902 West Lake Creek Road, Eagle County, Colorado. The purpose of our site visit was to observe the installation of the addition to the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 04074SD-2.DWO, last dated June 4, 2007. The existing (Fralo, 1 000-gallons, two - compartments, plastic septic tank) is suitable for the proposed (one bedroom plus 10 lounge guests) new use. They added, five, Quick 4, Standard Infiltrator Chambers, with serial distribution at the end of the existing leachfield. The system was installed as shown on the attached, as -built sketch. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering,'. (T 0 a��af- 20? le -el Luiza Petrovska, PE President - Ph�cplvleo OCT 22 2#gl V cc: Ms. Laura Fawcett, Eagle County Environmental Health Division, fax: 970-328-8788 J:kWP12-LKP\2004\04074osiADDITION.wpd P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax AIL SHMM LKP Engineering, Inc. AS—BUIL 2002 MT LAI CIVIL/GEOTECHNICAL SKETCHiEAGLE COUNTY APPAUMAIr MR7M LWAMW 5 171—ZNC�H \DIAME71, 4 � 5DR35, BUILDING a SEWR LINE EXIS 77NG I'LEANOUT -NEW, 1000-GALLON, W-COMPARTMENTS, NFRALOO SEP77C TANK WAS INSTALLED ON AUGUST 10, 2004. rXIS77NG EFrLUENT LINE AND LEACHRELD TO REMAIN 3M ':�71NSPJECRON PORT (TYPICAL) ADDED NEW, f7VE (5), STANDARD INFX MA TOR CHAMBERS P.O. Box 2837, Edwards, CO 81632, (9710) 926-9088 Tel, (970) 926-9089 Fax EL.31415);j DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY October 22, 2007 MCMC LLC PO Box 1921 Edwards, CO 81632 RAYMOND R MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit # 2621-07; Tax parcel # 210530100002; Property location: Casteel Creek Ranch Warming Hut Dear Sirs, This letter is to inform you that the above -referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate 1 bedroom and 10 users of the warming hut facilities. Enclosed is a copy to retain for your records Additional information about the maintenance. of your septic system as well as information about private wells can be accessed through web site links provided on the Environmental Health Department's home page at http://www.eaglecount v.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By* following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sincerely, 414� Terri Vroman Administrative Technician IV cc: ISDS permit folder Eagle County Building Department Chrono efile I Encl: Final ISDS Pen -nit 500 Broadway, RO. Box 179, Eagle, Colorado 81631-0179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED A T INSTALLA TION SITE. PERMIT# 2621-07 BUILDING PERMIT# BP-18406 OWNER: S. ROBERT LEVINE, III PHONE: N/A MAILING ADDRESS: 120 AVIATION AVE., PORTSMOUTH, NH, 03801 APPLICANT: MCMC/MARK VANDERSEA/BART PHONE: 744-521-8070/3904734 THOMAS SYSTEM LOCATION: CASTEEL CREEK RANCH TAX PARCEL NO. 210530100002 WARMING RUT LICENSED INSTALLER: STEVE JEWETT, ARENA LICENSE NO. 80-07 904-3478 EXCAVATING DESIGN ENGINEER: LOUIZA PETROVSKA, LKP ENG. PHONE: 926-9088 SYSTEM SIZED TO ACCOMODATE ONE BEDROOM AND TEN USERS OF THE WARMING HUT FACILITY: INSTALLATION GRANTED FOR THE FOLLOWING: 160 SQUARE FEET OF ADDITIONAL ABSORPTION AREA CREDIT VIA 5 STANDARD INFILTRATOR CHAMBERS AS SHOWN ON THE DESIGN ENGINEERS DRAWING STAMPED, SIGNED AND DATED 6/4/07. NOTE: 8 Q4 INFILTRATORS CAN BE SUBSTITUTED FOR THE 5 STANDARD INFILTRATOR CHAMBERS. SPECIAL INSTRUCTIONS: DO NOT INSTALL IN WET WEATHER CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK -FILLING ANY PORTION OF THE INSTALLATION OR WITH ANY QUESTIONS. BUILDING OCCUPANCY WILL NOT BE ALLOWED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED, CERTIFIED AND APPROVED ENVIRONMENTAL HEALTH APPROVAL: DATE: August 24,2007 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO A ' UTHORITY GRANTED IN 25-10-104,1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 160 ADDITIONAL SQUARE FEET (VIA 5 EXTRA 04 STANDARD INFILTRATORS TO EXISTING SYSTEM) EXISTING 1000 GALLON PLASTIC FRALO SEPTIC TANK LOCATED AS SHOWN ON ENGINEER CERTIFICATION AND AS BUILT. COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OFSISTEMISMADE. ARRANGEA RE -INSPECTION WHEN WORK IS COMPLETED ENVIRONMENTAL HEALTH APPROV DATE: 10/22/07 PROJECT P R OJ E CT_5J_Zo ��e r- 4� �e_i_ll /7 �e_��.. PROJECT CONTACTS Project description IWM�_Zt� &,�Iltu_Y- / bdlejv�_, 4_1,�a_b I I-r- Z-9 e 11 / A f-. - - I,- AA , _LA -4 date task/action follow-up start date completion date 101ei-, -C( / ee 6 IZ-4 12 Z 2 54-Val L)-r- 5z Ax aat�lz L4 6F Qn f X_ c_ d zv Le ^-Zf LA 4a 0 -Y, E 6P- name phone/fax e-mail a?, -exc,., 3 documents enclosed notes -9& L, a-w,4-o-5 -.J m 0 g O © O W �- J i Uj J i i i Z J Q s t Q 44 o �----� �--- V1 w O ' f,) Qr O x z i i i 0 co 0 W �Q-- W z o —' '-- Qt� l� Lf) Z Lij N 0 �wJ �T J�U ------------------------ rrrrr---------------------------- (� Z '- QZ Q r r- -r � V) '- �. ` rr- Qr W / rr r- v r- :z � Z I I j • d'ca Z �Z� o QL Q O O O rn --d Q�wN ~ 00N Ql.L --j.. O') (\ --I QT� w 0 O x x Uj " �?� wV •� 3 v 00 Z q00 �0 C. PERCOLA TION TEST RESULTS ,.a 0Cn 00 CV O Perc No. 1 Perc No. 2 Perc No. 3 x cV U Q 13.3 minutes per inch 13.3 minutes per inch 5.7 minutes per inch • P m Q' OI (J Average percolation rate recommended for design T = 13.3 minutes per inch. O � Perc test and profile hole done by the ECEH Deportmenton 5-21-96 a „rn c PROFILE HOLE 0 to 9 foot Sandy silt with APPROXIMATE NORTH some loam. Some rocks at 6 feet and boulders at 9 feet. No ground water encountered. No bedrock encountered. DESIGN CALCULATIONS — Modification of the existin t m for an additional bedroom Design percolation rate T = 13.3 minutes per inch Number of Users = One bedroom plus 10 Maximum daily Flow = Qmax Qmox = (225 gal/bedroom) + (10 users x 1O (Ba d on Table 4-8, Rec. Sources, for Coctc# Lounge) gallons/user/day x 1509) Om ax = 525 gp d SEPTIC TANK !, V = Qmax/24hrs x 30 hrs o�O°J�p,PETRp�sF�o; V = 656 gallons = �° Use the existing 1000 gallon, two compartment "Fral.," septic.: 29526 0 NOTES ABSORPTION AREA �� •• ��``\��.��` 1. All installations shall meet the rules and regulations of the Eagh County Environmental Health Division, Based on Applicatio Rate: Chapter 4, Individual Sewage Disposal Systems. A = 525 gpd/0.8 gpd/s. f. 2. The Septic System Installation shall be inspected by the Eagle Ccun ty En vironmen tal Health Department and A = 656 s. f. by the Design Engineer prior to backfilling. Standard Infiltrator Chamber System in a trench con guration with an allowed 50 percent DRAWN BY L.P. reduction in the absorption area is recommended. A correc ted = 328 s. f. CHECKED BY L.P. Surface area of one Infiltrator Chamber = 15.5 s. f. PRO✓ECT NO.: 04074 Required 21 Standard Infiltrator Chambers. The existIrg leochfield has two trenches with 8 Standard Infiltrators each. SEE REVISIONS BOX DATE.• 07-09-2004 DRAWNG No.: 040745D-2.DWG SHEET C-1 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMITMUST BE POSTED.4 T INST,4LL,4 TION SITE PERMIT# 2311-03 BP# 15312 OWNER: S. ROBERT LEVINE PHONE: 978-521-2288 MAILING ADDRESS: 120 AVIATION AVE., PORTSMOUTH, NH 03801 APPLICANT: BRIAN REDINGER PHONE: 970-926-9077 SYSTEM LOCATION: 2902 WEST LAKE CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-301-01-001 LICENSED INSTALLER: ARENA EXCAVATING, STEVE JEWETT LICENSE NO. 37-03 PHONE: 970-328-3477 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION GRANTED FOR THE FOLLOWING: REPLACEMENT OF EXISTING TANK AND CONNECTION OF THE WARMING HUT TO EXISTING LEACH FIELD, AS PER ENGINEER'S DESIGN REVISIONS DATED 7/09/04. 1000 GALLON CONCRETE 2 COMPARTMENT TANK AS A REPLACEMENT FOR EXISTING PLASTIC TANK SPECIAL INSTRUCTIONS: INSTALL A CLEANOUT BETWEEN THE TANK AND THE WARMING HUT AND ONE FOR EVERY 100 FEET OF EFFLUENT LINE. DOUBLE ENCASE ALL ROAD CROSSINGS, AND MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE NEW LINE HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL:2��4,1 v DATE: JULY 15, 2004 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104,1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA INSTALLED TANK: GALLONSISLOCATED DEGREES AND FEET— INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: C1 8.."' 21 Z/ 2 Fj Fj 4 09: 12 9709269089 LKP EN(nIHEERIHG IFIC PAGC FAx TRANSMISSION LKP ENGINEERING, INIC, P.O. Box 2837 Edwards, CO 81632 (970) 926-9088 Fax: (970) 926-9089 E-.inail: lkwng0kenWatel net To: Laura Fawcett Fax. 328-8788 Phone. 328-8757 From: Luiza Petrovska, PE Sabject- Final 0S1 Letter - Trail Shelter COMMENTS: Date' . August 22, 2004 Pages- 2 including this cover sheet. Project: 04074 ISDS PERMIT NO. - 231 IA-03 08-22—&4 10:@4 TO:ENVIRONMENTAL HEALTH FROM:9709269OB9 POI 0 S.." ' 2,12 0 A 4 A 9: 12 9709269089 LKP ENGIFIEERIHG INC: PAGE 02/02 LKP' Engineering, Inc. CTVTj,/Gr= 0 TEC.HNTC AL August 21, 2004 A/Ir. Charles Morrison MCMC LLC 225 Main Street, G-003 Edwards, CO 81632 Deax Chuck: R-E: Inspection of Septic System Installation Trail Shelter 2902 West Lake Creek Road Eagle County, Colorado Project No. 04074 - Permit No. 231 1A-03 M the request of Steve Jewett mrith Arena ExcavatbAg, on Augast 10, 2004, vm visited the coiistraction site for the TTail Shelter at 2902 West Lake Creek Road, Eagle Cminty, Colorado. The purpose of o-arsite visit was to observe tl3e installation of the septi(; system. The existing septiQ system is suitable for the proposed iAew use, except the Septic tall.k. New, I 000-gallon, two coinparb-nnts, corrugated(blue), plastic septic tank was installed. The old septic tank was removed and di -,;carded and the new tai* was installed in its place. They installed the system in overall compliance with the septic system design, Drawing No. 04074SD.DWG, dated July 9, 2004. The systena was installbd as shown on the design drawing. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, 29526 Luiza Petrovska, PE President cc: Ms. Laura Fawcett, Eagle Cowity Fnvirox�menta) Health Division, fax: 328-87818 C:',,'v�TI.0-1,.KP\k)4074o,qj-%irpd RO- Box 2937, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9099 Fax 08-22-04 10:05 TO:ENVIRONMENTAL HEALTH FROM:9709269089 Poll, DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director EAGLE COUNTY DATE: July 15, 2004 TO: FROM: 1.49 Arena Excavating Eagle County Department of Environmental Health Individual Sewage Disposal System Alteration Permit #231 !A-03, Tax Parcel #2105-301-01-001. Property Location: 2902 West Lake Creek Rd., Edwards, CO., Levine warming hut. Enclosed is your ISDS Alteration Permit #2311 A-03 and a copy of the engineer I s design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 231 IA-03 LKP Engineering, Luiza Petrovska July 2004 Chrono file Encl: ISDS Pen -nit #231 IA-03 500 Broadway, RO. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF . ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us August 23, 2004 Charles Morrison MCMC LLC 225 Main Street, G-003 Edwards, CO 81632 EAGLE COUNTY RAYMOND P, MERRY, REHS Director RE: Final of ISDS Alteration Permit #231 1A-03, Tax Parcel #2105-301-01-001. Property location: 2902 West Lake Creek Rd., Edwards, CO., Levine Warming Hut. Dear Mr. Morrison: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, August 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PEkMIT' EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION !�-006-')6 P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631 Telephone: 328-8755 OLD ISDS # 504 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE, PERMIT NO. 1590 Please call for final inspection before covering any portion of installed system. *REPAIR TO EXISTING SYSTEM OWNER: JohnS. Hinmon PHONE: (970) 926-3940 MAILINGAIDDRESS: P.O. Box 838 city: Edwards - stade: CO zip: 81632 APPLICANT: same PHONE: SYSTEMLOCATION: 2902 West Lake Creek Rd. —TAX PARCEL NUMBER: 2105-301-00-002 LICENSED INSTALLER: Edwards Excavating, Don Johnson LICENSE NO: 11-97 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: *1000 —GALLON SEPTIC TANK existing tank A13SORPTION AREA REQUIREMENTS: -SQUARE FEET OF SEEPAGE BED 563 SQUARE FEET OF TRENCH BOTTOM. via 16 infiltrator units as requested SPECIAL REQUIREMENTS: Tnqt-,qll in qprinl distributinn in trenches, with inqnprfinn nr)rt-alls in pqclh trench. Use a diverter valve after the tank to switch between the'old and -new leach fields. Rake trench Ridpwnl1q fn prevent smearing of soils. Do noi- drive oui-r n,-w nr leach or final i fields. Call the County fo nspeefton prior to back -filling installation. ENVIRONMENTAL HEALTH APPROVAL: DATE: /07 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104. 1973,ASAMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4,03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM Is APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 563 SQUAREFEET.via 16 infiltrator units INSTALLED SEPTIC TANK-1000 existAIL81N 13.5' DEGREES 325' FEETFRom divertpr v,91vP_ SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY x YES —NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X Yes NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Be sure to glue diversion valve. ENVIRONMENTAL HEALTH APPROVAL: DATE: Ilipp 1 9, 1996 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT/ AGENT: PERMIT I a: 109191 WA 9 W � a 1: M m: 19 OWNER: RECEIPT# CHECK# (Site. Plan MUST be attached) .1 - I ISDS Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: <9 PHONE: MAILING ADDRESS: /)(5)( APPLICANT/CONTACT MAILING ADDRESS:, LICENSED ISDS CONTRACTOR: JQA,17SG� PHONE: COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: New Installation Alteration (/x Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # �k (if known) Legal Description: Subdivision: 60;T'rC4 �_ 4? Filin :—Block: Lot No. L Tax Parcel Number: 000 Lot Size-, Street Address: a'702 BUILDING TYPE: (Check applicable category) Residential/Single Family Residential/Multi-Family* Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface Public Name of Supplier: Number Number Type _ of Bedrooms -3 of Bedrooms *These systems require design by a Registered Professional Engineer SIGNATURE* Date: TO BE COMPLETED,,2QMY THE COUNTY AMOUNT PAID: A trD RECEIPT #: ff C2 q DATE: CHECK #: CASHIER: ISDS Permit # ;5-qo Date 6 //1 �q (, ISDS Final Inspection-- Comnleteness Fo Tank is /000 gal. Tank Material Tank is located -Y-LLC) If t. and degrees fro 11 '/Z I -� ct� 32��, P /V (permanent lan rk) Tank is located ft. and degrees from (permanent landmark) Tank set level. __LJO-Tank lids within 8,, of finished grade.-�--/Cl- ft' units Size of field -5 '3 lineal ft. Technology — W��Ta TY& .O�L Cleanout is installed in between tank and house(+ 1/100ft). 04 There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket etc. Tank has two compartments with the larger compartment closest to the house. V1 Measure distance and relative direction to field. —V Depth of field ft. —,Z Soil interface raked. — I/ Inspection portals at the end of each trench. L-- Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: -7,� Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field loo 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 10 SHEET NO. CALCULATED BY CHECKED BY— .q('.Al P: Sliem 295-1 Patioev rc Groton, Mass 01471 To Orcer PHONE TOLL FPEE I 800-224-M) OF — DATE DATE Comn'iunity Development Department (9701) 328-8730 Fax: (970) �)28-71185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO June 12, 1996 John S. I-Enmon P.O. Box 838 Edwards, CO 81632 RE: Final of ISDS Permit No. 1590-95 Parcel #2105-301-00-002. Property location: 2902 West Lake Creek Rd., Edwards, CO. Dear Mr. Hinmon: Eagle COUnry BUilding RO. Box 179 500 Broadway Eagle, Colorado 8 163 1-0179 This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, J*a P*L Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Information Brochure Final ISDS Permit cc: files 12 FLRM1 I /�D7C) PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: V,_ LEGAL DESCRIPTION: MAILING ADDRESS: ) PO L? TYPE OF DWELLING.:Re� NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES NO TIME warrrD nvnrrty 2 3 _F1 2 KATE SOIL PROFI . I X-) 3 2 3 1 2 3 0 :2,5 2-4 Z�5 % 2" 2e 3 _W/4 INQ_ )2- 1/2 3J4 15 � �ks 2 �3 ?q- 36 .04 2. -D �5 3' 33 31, F3)q b 4' tL f+ 4 /n 44 5 61 44- 5' ,3 fl� 5D P4 �1413 /D 71 8 '12- 03 6+ 'C� T 09' 69 jHjE 33 E13 �T5,7 Time to drop last inch PERC RATE: MINIMUM SEPTIC TANK SIZE: I L-)CCD - �cc MINIMUM LEACH FIELD SIZE: 0 COMMENTS a-V ew'—Qr- 0jQAAA I J r - - n b5c a-, ch Mirfc� ilo-ZVe, PERC TEST DONF/13-Y,- Environmel rev. 6/90ks IC-1 DATE: Heajth Officer 2-1 zh Con-n-nunity Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 323-8797 EAGLE COUNTY, COLORADO DATE: May 22, 1996 TO: Edwards Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1590-96 Tax Parcel #2105-301-00-002. Property Location: 2902 West Lake Creek Rd., Edwards, CO., Hinmon residence. Enclosed is your ISDS Permit No. 1590-96. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Your building permit CO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files r r\ A, q 14 lc� - 1590-96 Tax# 2105-301-00-002 2311A-03 Tax#2105-301-01-001 JOB NAME 1� 2902-jip.�Lake Creek HINMON 2902 West Lake Creek Rd LEVINE Edwards, CO Edwards JOB NO. ,dollnQ I rNf-A�lnrd DATE STA E DATE COMPLETE13 ONE W k FIN-501774 W) U 0� 'A EDDY. 0 HFE// m 5111'', a --I- IGO, MARMAYA N IMAM "Aill 119 11 �'lmv Zg M Km N 600a N--. -" "40 JOA' COST SUMMAR'� TOTAL SELLING PRICE m WE MIN TOTAL MAT RIAL MINE mo I - P-1 i TOTAL LABOR i MIN MISC. COSTS MIN I", min TOTAL JOB COST W. M-W NWJMW�AU W WVZ GROSS PROFITIME. -OVERHEAD I � 1111 LA, MIN = LESS COSTS % OF SELLING RICE �7'Fd' W4 NET PROFIT B FOLDER Product 278 j�o NEW ENGI.ANP BUSINESS SERVICE, INC., QROTON, MA J471 Printed fit U-SA JOB FOLDER U c)-3 q CeWA LU S- JA) 4'^ 1 314 173 AV PC ?Z7 x5- /<p I/ il-0 i-f ?&Ilzil ice 14 lb, IV - I sb,>c �5-0 q S31 (,a- 0 3 Gil7 In Vi :)c4r- Vl 5wo3 b� lxzzu lZqk,ced bl- P—V7 cro 't i i ■ DENSE TREES EXIST IN THIS AREA C I Z Z U OD co TT l� M J s �j W O Ch 6 W .� t . Ste:" •, L5= �i4no�L DECK / NOTES: 1) DATE OF SURVEY: 10/5/00 PROPOSED BUILDING ADDED 9/24/03 2) LAND TITLE GUARANTEE POLICY NO. V266221 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) NO POSTED ADDRESS. 5) BASIS OF ELEVATION: AERIAL CONTROL PER CASTEEL CREEK RANCH. 6) BASIS OF PROPERTY LINE LOCATION: CORNER SECTION 19/20/30/29, AND NE COR. OF PARCEL. 7) BEARINGS AND DISTANCES ALONG PORPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD YAKELY ESTATE BE SETBACKS, NECESSARY IO CHMAY DETERMINE VARY ETHE FROM THEEPLATTED DIMENSIONS D DIMEF THE NSIONS. LOT AND SIONS N 1 /2 NE 1 /4 NE1 /4 SEC. 30 8) THIS PARCEL MAY BE SUBFECT TO A VIEW RESTRICTION RECORDED IN BOOK 248, PAGE 906, 19.284 ACRES (PLAT) (INCLUDES SHOWN WEST LAKE CREEK ROAD) 1.5 - INDICATES CONIFEROUS TREE AND TRUNK DIAMETER. \\ `\ \\ �j INDICATES DECIDUOUS TREE AND TRUNK DIAMETER \ 8520.8 INDICATES DECIDUOUS TREE AND 0.5 TREE DIAMETER 8519.6 \. 8522.5 \ DENSE TREES \ \ \ \ 8521.8 \\ \ �_ EXIST M \ \ / THIS AREA �o.z� 519.9 �\ \ \\\ SURVEYOR'S CERTIFICATE \ \ \ \ 525.1 asza.t \ \ I, Stan Ho feldt, a Professional Land Surveyor registered under the laws of ,a 8517. BS �� \ -.,\ \ 9 Y 9 I \\ 70 \ the State of Colorado, do hereby certify that this topographic survey was \ \ z�\\n� '_' \ \ \ \ made by me and under my supervision, and that the survey is accurate and \ ' `�• \. �- correct to the best of my knowledge. 8518.0 CP S \\ \ \ I I I \ 0 \ 8515.8 \ \\ \ 85259 • • .• FirI_1,_ff 2- =L z -- - - - 4119) HIGHWAY 6 & 24, EAGLE-VAIL P.O. PCX 1230 ECWAPDS, CO 81632 (-17C)g49-14C6 Stan Hogfeldt \ \ \ \ \ 8526.8 \ \ \ \\ III/i�` ' \ \ Colorado P.L.S ` 26.595 8513.0 Date: ---_'--------_ 1 \ \ * \ BLD. \ B51\.2 EDGE OF \ \ 8527.2 \ OUTLINE �,. 1 \ _ \ \ \ \ \ \ \ \ LO (r�,� \ \ \ I \ DIRT \ ` I 8509. \�- \ L t \ \ \ \ /�1 Qp�� DRIVE \ \ \ \ 8527.7 _ \ 8510.9 2. B514.0 - \ 4508.418528.3 8506Aj \\ \ x, 8528.9 8518.7 528.4 8528.4 - 8518.8VE 8526.7 ---- \ 8505 3 \ \ \ \ p 8529.1 \ ` Dy1.0.•14. 1. \ 85,01.7 °\ \ \ \ 8528.E \ ` \ WELL 1.0 8503.1 \ /(i1� \ \ \ \\ \ Ah \ t.01 L I 8500.0 \ \ 8527.E \ \\ \ \ �8529.6 \ PUMP \ 1.0 A>1.0- . ' 8500.8 8498.0 \ 8528.7 \ \ 1.0 f.0 \ \ \ `•\ \ \A 1.0 _ 8499.3 \ 990 \ \ \t o,* �t18529.3 V t \ �. \ _ OLD. �\\ \ \\ \ \ \ \ \ OUTLINE °}498.1 8496.8 \- ,.Q,`,I / 2 5'#-`\ ,8533.3 STUBROUT \\ \ \ irk yFy ` \ 8541.3 X �TYPfCA1) \ \2.5\` \ \ , 8533.7 \ \\ \.J \ PRUUOLLPppOSCcE \ \ , \6 1 IN ` ABUILDINGOFU DINE 10IlD 500 R\ \BEEN >r gU G HAS 0 \ \ M EOVED 9/24/03 to lop X8533.6 ODLP 00 - -- /, STONE I \ j 0 S1/2 NE1/4 NE1/4 SEC. 30 19.374 ACRES / PARTIAL TOPOGRAPHIC SURVEY PART OF S1 /3 NE1 /4 NE1 /4 SECTION 30 TOWNSHIP 5 SOUTH, RANGE 82 WEST �-�EAGLE COUNTY - COLORADO KID 10/12/04 i i ! i i �c N ZZ JOB No. 2348-1 C d „ :; K. ,,,. „ .. 9. Y rw--., �.. - '•::: ,.. -,.. pep t1$. } ��- +b'+3 . F.`-'� # °.;3�'°'w .k3�1` o-. r? ,r. a i "ter' & •, k'+"x�'.,'.,<w a >�' F . , a. s -. �.. ,. .,, �.. .... r•. _ ,. _ ... r.n .. .. ,- �t�.F. w.. ,. ... ., ,w ,._.,. _ v , _ e: i , .: as ,., .. _ �:n. .•: ,. � „� '. •s.t;„ .. � t i - - 1, - A;°,fk; Y ON t F F' • e J�,1 N w �F -�Y� • w it x oa q i __d APPRC �o o�z J U ti o a otiv�`{ 2 wUjW zCACr Cl o� O' s PERCOLA TION TEST RESUL TS Perc No. 1 Perc No. 2 Perc No. 3 133 minutes per inch 13.3 minutes per inch 5.7 minutes per inch I Average percolation rate recommended for design T = 13.3 minutes per inch. Perc test and profile hole done by the ECEH Oepartmenton 5-21-96 PROFILE HOLE 0 to 9 foot Sandy silt with some loam. Some rocks at 6 feet and boulders at 9 feet. No ground water encountered. No bedrock encountered. UCJ/(,7/V NL(.VLli //V1VJ — 1WUU/FGU(/ l / (1/Cr cictJ(nA o(crr+ Iv' crt� r U - Design percolation rate T = 13.3 minutes per inch Number of Users = 12 Maximum daily Flow = Qmax Omax .= 12 users x 20 (Based on Table 4-8, Rec. Sources, for Coctail Lounge) gallons/user/day x 1509 Omax = 360 gpd SEP LC TANK V = Qmax124hrs x 30 hrs V = 450 gallons Use 1000 gallon, two comporfinenl precast concrete tank by Copland Concrete or equivalent NN TE S. ABSORPTION AREA 1. Bends in the building sewer shall be limited to 45 degrees. A = Qmax/5 x VT A = 360/5 x V113.3 = 263 s, f. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. Based on Applicatio Rate: 3, All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, A = 360gpdA0.8 gpd/s.f, Chapter 4, individual Sewage Disposal Systems. A = 450 s. f, 4. The Septic System Installation shall be inspected by the Eagle County Environmental Health Department and Standard Infiltrator Chamber cystej in a trench configuration with an allowed 50 percent by the Design Engineer prior to bockfilling. reduction l'n the absorption area i recommended. Acorrected = 225 s. f. - Surface area of one Infiltrator Chqrber = 15.5 s. f, Required 15 Standard Infiltrator C tubers. The existing_leachfield has two trenches with 8 Standard Infiltrators each. 0 M a M i cD (p 00 rn 1000 GALLON CONCRETE SEPTIC TANK ® o BY COPLAND CONCRETE OR EQUIVALENT rn x TOP VIEW ' ! �3 0- 00 G —4 0 0 Uhl (D ---- ---------------- CN r---- -- --------i r---- -1 � � X � o f r 1 I cr) � 0 ©(�`. I f I 1 1 i I I I f I i I 1 I I f 1 66, . 1 I I I I t I I I I I I I 1 I I I I 1 f 1 f I I I i I f i i I I I I I I L—.-------------------..---J L---_.—.----.--- -- 4', SIDE VIEW 20" DRAWN BY L.P. CHECKED BY- L.P. PROJECT NO.; 04074 DA M..` 07-09-2004 DRAWING IVo, 04074SD. D WG SHEET 1 OF 1