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HomeMy WebLinkAboutCO 3877 Lupine DriveBuilding Safety & Inspection Services Division Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of the International Building Code as adopted by the Town of Vail certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Nedrelow /Kjesbo Address of project: 3877 Lupine Drive, Vail, Colorado 81657 Owner name and address: Jeanne Nedrelow, Roland Kesbo, PO Box 3419 Vail, Colorado 81658 IBC Edition: 2003 Occupancy Group(s): R -3 Type(s) of Construction: V -B Permit Number(s): B06 -0031 Occupant Load:Sprinkler System Y/N Type: NOTE: The building official may, in writing, suspend or revoke a certificate of occupancy issued under the provisions of this code whenever the certificate is issued in error, or on the basis of incorrect information supplied, or when it is determined that the building or structure or portion thereof is in violation of any ordinance or regulation of this code. 1 Jf11#ecN 3 C l2a Martin Ha erle, Chief Building Official Date TOWN OF VAIL PARTMENT OF COMMUNITY DEVPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Job Address: 3877 LUPINE DR VAIL Location.....: 3877 LUPINE DR Parcel No...: 210111102002 Legal Description: Project No PRJOS-0222 OWNER NEDRELOW, JEANNE - KJESBO, 802/13/2006 PO BOX 3419 VAIL CO 81658 ARCHITECT K.H. WEBB ARCHITECTS 953 S. FRONTAGE ROAD, VAIL CO 81657 License: 0000001627 APPLICANT NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251-A CONTRACTOR NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251-A PC 02/13/2006 STE 216 02/13/2006 02/13/2006 Permit #: B06-0031 Status ... . Applied .. Issued . . . Expires...... ISSUED 02/ 13/2006 05/08/2006 11 /04/2006 Phone: 970-477-2990 Phone: 970-845-1001 Phone: 970-845-1001 Desciption: NEW CONSTRUCTION OF A DUPLEX-DEMO EXISTING STRUCTURE. Occupancy Type Factor Sq Feet Valuation RESIDENT/1 & 2 FAM ( ZONE 2 VB 89.62 11,272 $1,010,196.64 Totals... 11,272 $1,900,000.00* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,900,000.00 Fireplace Information: Restricted: Y /i of Gas Appliances: 2 M of Gas Logs: 2 k of Wood Pallet: 0 x***~**************************************************** FEE SUMMARY *********~***************************~**~***x************** Building------> $ 8 , 8 93.7 5 Restuarant Plan Review-->0.0 o Total Calculated Fees----->16 , 3 6 8.4 9 Plan Check---> $5, 780.94 Recreation Fee------------>1, 690.80 Additional Fees------------>0.00 Investigation-> $ o . 00 TOTAL FEES------------->16 , 3 6 8.4 9 Total Permit Fee----------->16 , 3 6 8.4 9 Will Call-----> $3.00 Payments------------------->16, 368.49 BALANCE DUE--------->0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 03/10/2006 cgunion Action: CR plan review comments sent to architect and applicant. 04/14/2006 cgunion Action: AP approved corrected drawings Item: 05400 PLANNING DEPARTMENT 05/01/2006 MRG Action: AP revisions received and approved Item: 05600 FIRE DEPARTMENT 03/08/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS ~ ~ 04/25/2006 gc Action: AP Must recive drainage easement before TCO will be given. Item: 05550 ENGINEERING CIVICS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 RAT OUR OFFICE FROM 8:00 AM - 4 SIGNATUR OF OW~R'OI~CONTF:ACTOR FOR HIMSELF AND OWNEF rr-''1.~ PAGE 2 CONDITIONS OF APPROVAL Permit #: B06-0031 as of OS-08-2006 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 02/13/2006 Applicant: NEDBO CONSTRUCTION Issued: 05/08/2006 Job Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Parcel No: 210111102002 CONDITIONS Cond: 33 PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0007859 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0007860 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. I TOWN OF VAIL, COLORADO Statement Statement Number: 8060000528 Amount: $10,587.5505/08/200612:00 PM Payment Method: Check Init: DDG Notation: Nedbo 15039 Permit No: B06-0031 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $16,368.49 This Payment: $10,587.55 Total ALL Pmts: $16,368.49 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 8,893.75 RF 11100003112700 RECREATION FEES 1,690.80 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 TOWN OF VAIL, COLORADOCopy Reprinted on 02 -12 -2013 at 15:10:04 02/12/2013 Statement Statement Number: R060000125 Amount: $5,780.94 02/13/200603:15 PM Payment Method: Check Init: JS Notation: 29378/NEDBO CONSTRUCTION Permit No: B06 -0031 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 2101 - 111 - 0200 -2 2101 - 111 - 0201 -7 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $16,698.49 This Payment: $5,780.94 Total ALL Pmts: $16,698.49 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 5,780.94 i ~ 1145 = vZZZAPPLICATIONWILLNOTBEACCEPTEDIFINCOMPLETEORUNSI Project #: L Building Permit #:_ ~~(~ 970-479-2149 (Inspections TOWN OF VAIL BUILDING PERMIT APPLICATIONTY)~'NnFYAIL Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: C ntact and hone #'s: l1/~iJ/.,~ C~~.~t~fT2v~~7v~/ as %~9 ~i~ ~,i ~z~,o~ y7~ ~ ~~ Email address: .~~o~ir ~ ~~/~~U . ~u,~ Contractor Signature: COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor ~ Materials BUILDING: $ ~ ~pU Gl'~c~, Up ELECTRICAL: $ OTHER: $ PLUMBING: $ I MECHANICAL: $ _ TOTAL: $ 1, lUD~ C,L!.!'>, G~ I For Parcel # Contact Ea+qle Count Assessors Office at 970-328-8640 or visit www_eagle-county.com Parcel # -l v l// l G~ ov 2 Job Name: ~ UrDj.yK /,~UPcil.~ Job Address::~~~•7 ~ (/!%7/,1 ~,Q, vf~ Legal Description 11 Lot: ~:> ~~ Block: / I Filing: ~ Subdivision: /,~r~i~~+2-z/ /S~ Owners Name: ~~-~ ~-,y~v~.?~;,'~~~ ~} Address: /~'v ~~ ~~i9 ~-- ~ ~ ~ (° ~~~5 ~- Phone: Architect/Designer: • I Address: ~ ~ S. i=ce-~~e ~P~ w~J /~ Phone:i-l GcJt~/.~~ ~ ~,~~~_rl~ ~ r r~ .~ij~ ~ `/?l-o2g9 a Engineer: ~~~~~ ~~.~.~~ ~rJc Gv I Address: /~v~ o?y4y ~v,v (v ~l6 ~ Phone: ~~o `~~Y~ Detailed description of work: ~,Z.tico ~zx~ST /v- 5,-,=.~c,~v~.c ~ /.~v~c-~ /Je/DLi2,~ Work Class: New Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both (~G) I Does an EHU exist at this location: Yes ( ) No j~ Type of Bldg.: Single-family ( ) Two-family Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) > No. of Existing Dwelling Units in this building: ~ I No. of Accommodation Units in this building: Z No/Type of Fireplaces Existing: Gas Appliances ( )Gas Logs ( )Wood/Pellet f )Wood Burning ( ) ~ No/Type of Fireplaces Proposed: Gas Appliances (,~) Gas Logs ( )Wood/Pellet ( )Wood Burning (NOT ALLOWED) I Does a Fire Alarm Exist: Yes (~~ No ~ II Does a Fire Sprink~ , re .,~^F~•~~ ^ Y~) No ( ) FOR OFFICE USE ONLY***************** **************** 1 Otherfees: `I;Type of Construction: ; '~ A(teki~ ~ " <'1 DRB Fees: «,..,, .~ t I .' I: Planner Sign-off: J l1 '. a ~I Occupancy Group• ~° ~ I` PUbIIC Wav Permit Fee: " . ' ." , ? ~ ~ Date Received: ~, _ ,'; ,~ ,,,TOWN OF VAIL F:\Users\JSuther\newBLDGPERM.DOC 07/28/2004 1 Department of Community Deve%pment Building Safety and Inspection Services 75 South Frontage Road fail, Co%rado 81657 970-479-2138 FAX 970-479-2452 www. vailgov.com o~~~o~~~MAR 312U06 TOWN OF VAIL BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:, TO: Contractor/Applicant Nedbo Construction Rollie Kjesbo FAX/Email #: rollie(c~nedbo.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: Architect KH Webb Architects prof#2502 studio@khwebb.com 2 Chris Gunion, Building Plans Examiner 03/10/2005 606-0031 Kjesbo/Nedrelow 3877 Lupine Drive R-3/U V-B 3 The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fo/%wing comments wi//need to be addressed prior to issuance ofa bui/ding permit: For processing: Please submit two complete sets of revised construction documents containing the requested. information with all elan revision items clouded or otherwise identified. Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which elan sheet, detail. specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit aonlication number noted. Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature„ registration number and date on the cover nacre of anv structural calculations. all structural details and structural sheets of the clans. For commercial or multi-family oroiects all sheets of the plans must be stamped. 11-' Architectural Comments: 1 Amend site plans and floor plans to show location of the proposed lot split property line between the dwelling units. Rev 2: A001, A100-A103 2 If separate lots are to be created, revise floor plans and party wall details to comply with IRC R302 Location on Lot" provisions. Party wall must continue to the edge of the exterior deck at bedroom 3, or deck must be a minimum of 3' from the property line. Rev 2: A100-A103; Rev 1: 1/A501 3 Provide a UL or gypsum association fire resistive listing for the 1 hour wall assemblies at the party wall. R302. UL Listing No. U314, see attached 4 Openings are not permitted in exterior walls of R-3/U occupancies are not permitted less than 3' from property line. Revise plans. Windows may not be located within 3' of the property line. (R302) Rev 2: A101, A102, A302 5 A residential fire sprinkler system is a NFPA 13D system. No fire resistive credit is given for this type of system for location of lot provisions. Revise plans where ~/~ hour wall assembly is noted. This does not apply. R302 Rev 2: A100-A103; Rev 1: A400, A402, 1/A501 6 All exterior walls of R-3/U occupancies are required to be one hour fire resistive construction where located less than 3' from property line. Revise plans. Provide a UL or gypsum association listing for the 1 hour wall assembly (R302) Rev 2: A100-A103; Rev 1: 1/A501; UL Listing No. U314, see attached 7 Revise 1/A501 party wall detail to show 1 hour rating through crawl space area. Rev 1: 1/A501 8 Revise 2/A400 and the applicable party wall details to show 1 hour construction on upper exterior wall and roof area within 3' of the property line. Revise overhang projection. R302 Rev 1: 2/A400; 1/A501 9 Revise detail la/A500 to indicate on plans method of ventilation to be used Example: sofFt vents, ridge vent, gable end vents. (R806) Rev 1: 1/A500 -noted: no venting required on super-insulated roofs 10 Specify underFloor cross-ventilation at 1 sq. ft. per 150 sq. ft. of the crawl space floor area. Indicate location and size of vents. (R408) Rev 1: A400-A403 tructural Comments: 11 Coordinate structural plans with architectural comments regarding the parry wall. Rev: DTL 13/S8 12 Revise S3 framing plan where east side unit 6x12 deck beam is supported off the west side unit. Beam may not cross the property line. R302 Rev: S3 Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check X11 requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev\CH RIS\PERMIT.COMMENTS\B06-0031. DOC FIRE RESISTANCE RATINGS - ANSWL 263 (BXUV) Design No. U341 Bearing Wall Rating -1 Hr. Finish Rating -Min 20 min. O-` O a` ,_ ~_ - 2 ~. _= _ -a o HORIZONTAL SECTION 1. Wood Studs - Nom 2 by 4 irt., spaced 24 in. OC max. Cross braced at mid-height and effectively firestopped at top and bottom of wall. 2. Gypsum Board* - 5 / 8 in. thick 4 ft wide. Wallboard or lath appliedhorizontallyorverticallyandnailedtostudsandbearingplates7in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. See Gypsum Board* (CKNX) category for names of Classified companies. 3. Joints and Nailheads - Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. 4. Sheathing - {Optional) -Septum may be sheathed with min 7/ 16 in. thick wood structural panels mul grade "C-D" or "Sheathing" or min 1/2 in. thick Mineral and Fiber Boards*. See Mineral and Fiber Boards GERZ) category for names of Classified companies. 5. Batts and Blankets*- 3-1/2 in. max thickness glass or mineral.fiber batt insulation. Optional when sheathing (Item 4) is used on both halves of wall. See Batts and Blankets (BZJZ) category for list of Classified companies.5A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - , Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry den- sity of 3.0 lb/ft3 . ' U S GREENFIBER L L C --Cocoon stabilized cellulose insula- tion. Bearing the UL Classification Mark De ' No. U342~Ra al a+ino . ~ Finis ating-= hlin~54min. AL 5g ~ ` Jtt ~ . - --~ ur- s. - MM - -__ 2A \ I 2 i- r- 4 1 TERNATE CONSTRUCTION HORIZONTAL SECTION 1. Wood Studs - Nom 2 by 4 in. Cross braced at mid-height d effec- tively firestopped at top and bottom of wall. Spaced a max of 16 or 24 in. OC dependdmmg on type of wallboazd. See Item 2 below. 2, Gypsum oard* - 5 8 in. thick, 4 ft wide. Applied either horizontally or vertically. Inner layers nailed to studs and bearing plates 6 in. O.C. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1 /4 in. diam head. Outer layer of double layered side nailed to studs and bearing plates 8 in. O.C. with 8d cement coated nails, 2-3/8 in. long, 0.113 in, shank diam and 9/32 in. diam head. Vertical jointslocatedoverstuds. As an alternate, No. 6 bugle-head drywall screws, 1-7/8 or 2-3/8 in. long for the inner and outer layers, respectively, maybesubstitutedforthecementcoatednails. All joints in outer layer of double layer sides staggered with joints in inner layer. ONCE DIRECTORY VVr'N~ ~R ~ ~ ~ ~. FIRE RESISTANCE RATINGS -ANSI/UL 263 (BXUV) 739 When Steel Framing Members* (Item 5) are used, base layer attached to furring channels with 1 in. long Type Sbugle-head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type Sbugle-headsteelscrews ;spaced max 12 in. OC. NOTE: Only board types marked with + may be used in assemblies with 24 in. OC spacing of studs. AMERICAN GYPSUM CO -Types AG-C, AGX-11, AGX-C BEIJING NEW BUILDING MATERIALS CO LTD -Type DBX-1. BPB AMERICA INC BPB CELOTEX -Type 1 or FRP+. CANADIAN GYPSUM COMPANY -Type C+, IP-Xl, LP-X2+, IPC-AR+, SCX, SHX, WRC+, FRX or WRX. CONTINENTAL GYPSUM COMPANY -Types CG-2, CG-3+, CG-3W, CG-3WS, CG-SW, CG-5WS, CG-6, CG-C, CG5-5+, CG6-6, CG9-9, CGTC-C. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP-Types 5+, 9, DGG, DS, C, GPFS6. JAMES HARDIE GYPSUM INC -Types Fire X, Max"C" . LAFARGE NORTH AMERICA INC -Types LGFC-C, LGFCZ, LGFC2A, LGFC6, LGFC6A, LGFC-C/A. NATIONAL GYPSUM CO -Type FSK, FSK-1, FSW-C+ or FSW- G+. NORGIPS A/S -NORFIItE XA. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -Type C, PG-2, PG-3+, PG-3W, PG-3WS, PG-4, PG-5W, PG-5WS, PG-6 or PG-C. SIAM GYPSUM INDUSTRY CO LTD -Type EX-1. STANDARD GYPSUM L L C -Type SG-C, SGC or 5CG-G+. TEMPLE-INLAND FOREST PRODUCTS CORP -Type TG=C. UNITED STATES GYPSUM CO -Type C+, FRX, FRX-G, IP-Xl, IP-X2+, IPC-AR+, SCX, SHX, WRC+ or WRX. WESTROC INC -Type Fi-Rok. USG MEXICO S A DE C V -Types C+, IP-Xl, IP-X2+, IPC-AR+, SCX, SHX, WRC+, WRX. 2A. Gypsum Board* - 3 /4 in. thick, 4 ft wide. Applied vertically to studs spaced max 16 in. OC) and bearing plates 6 in. OC with 8d cement coated nails, 2-3/8 in. long, 0.113 in. shank diam and 9/32 in. diam heads or 2-3/8 in. long No. 6 bugle head drywall screws. When this single layer system is used Finished Rating is reduced to 26 min CANADIAN GYPSUM COMPANY -Type ULTRACODE, ULTRACODE SHC or ULTRACODE WRC, SHC or ULTRA- CODE WRC. UNITED STATES GYPSUM CO -ULTRACODE, ULTRACODE SHC or ULTRACODE WRC, SHC or ULTRACODE WRC. USG MEXICO S A DE C V -ULTRACODE, ULTRACODE SHC or ULTRACODE WRC, SHC or ULTRACODE WRC. 3. Joints and Nailheads - Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboazd. 4. Batts and Blankets* - (Optional} - 3-1 /2 in. max thickness glass or mineral fiber batt insulation. See Batts and Blankets (BZJZ) category of list of Classified companies.4A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry den- sity of 3.0 lb / ft3. U S GREENFIBER L L C-Cocoon stabilized cellulose insula- tion. 5. Steel Framing Members (Optional, Not Shown)* -Furring channels and resilient sound isolation clip as described below: a. Furring Channels -Formed of No. 25 MSG gale steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Wallboard attached to furringchannelsasdescribedinItem2. b. Steel Framing Members* -used to attach furring channels (Item a) to studs (Item 1) .Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL -Type RSIC-1. Bearing the UL Classification Mark LOOK FOR THE UL MARK ON PRODUCT A & D Asbestos Testing and Consulting John R. Peterman P.O. Box 1230 Clifton, CO. 81520-1230 Cell 970-270-3689 Home Phone 970-464-5265 INSPECTION REPORT PREPARED FOR: Nedbo Construction P.O. Box 3419 Vail, CO. 81658 970-845-1001 LOCATION: Residence 3887 Lupine Units A & B Vail, CO. 81657. REPORT PREPARED BY: John R. Peterman Inspector Manager Certificate No. 6601 3lrc~~a~~ D ~ FEB 21 2006 2 TOWN OF VAIL A & D Asbestos Testing and Consulting John R. Peter Y~~an Asbestos Testing, Project Design, and Consulting INrxODUCTION: On February 15, 2006 an inspection survey was conducted and 3 bulk samples were collected from the: Residence 3887 Lupine Units A & B Vail, CO. 81657 The purpose of the inspection survey was to locate and sample suspected Asbestos containing materials that might be present in the units that are planned for renovation. The inspection was made, and the samples were collected by Sohn R. Peterman, an A.H.E.R.A. and State of Colorado Certified Asbestos Inspector. Great care was taken during the inspection and sampling to be as accurate as possible. It should be noted that minimal damage was done to the existing building structures during the inspection so there is no documentation for unseen conditions or stored items. All samples were analyzed by DCM Science Lab in Wheatridge, CO. This laboratory is deemed "Proficient" in the E.P.A.Quality Assurance (QA) program for the determination of asbestos in bulk materials, and is accredited by the American Hygiene Association (AHA). SAMPLING PROTOCOL: A random sampling scheme was used to sample the suspect materials that were discovered. If during any future demolition or renovation work, suspect material is discovered that hasn't been sampled and would be disturbed, work should be halted until the material has been tested. 4/' A & D Asbestos Testing and Consulting John R. Peterman AsbestosTesting, Project Design, and Consulting Residence 3887 Lupine Units A & B Vail, CO. 81657 UNIT DESCRIPTION: Units A & B have fire damage in the bedroom areas of the units. The interior walls are covered with sheetrock. The ceiling was assumed to be sheetrock like the walls. The ceilings were heavily damaged by the fire. The ceilings were not covered at the time of the inspection. The floors are covered with exposed wood framing. CONCLUSIONS & RECOMMENDATIONS: Laboratory analysis, of the bulk samples, indicates that Asbestos was detected in all three samples. However, the Asbestos content of the positive samples is less than the Regulatory Limit (Greater than 1% Asbestos). The Asbestos content of the composite sample was verified by the required Point Count Analysis. 4 Date: February 15, 2006 Location: 3887 Lupine, Units A & B, Vail, CO. 81657. SAMPLE LOCATIONS SAMPLE NUMBER AREA SAMPLE REMOVED FROM 3887 - B 001 Bedroom Wall 3887 - B 002 Bedroom Wall 3887 - B 003 Bedroom Wall DESCRIPTION Composite Sheetrock Composite Sheetrock Composite Sheetrock FRIABLE NO NO NO Date: February 15, 2006 Location: 3887 Lupine, Units A & B, Vail, CO. 81657. SAMPLE RESULTS: SAMPLE NUMBER 3887 - B 001 3887 - B 002 3887 - B 003 KEY: DESCRIPTION Composite Sheetrork Composite Sheetrock Composite Sheetroc;k CHRY - Chrysotile PC -Point Count Analysis ASBESTOS TYPE CHRY (PC)0,01 CHRY (PC)0.04 CHRY (PC)0.02 Date: February 15, 2006 Location: 3887 Lupine, Units A & B, Vail, CO. 81657. SUSPECT MATERIAL CONDITIONS SAMPLE NUMBER TYPE OF SUSPECT MATERIAL OVERALL CONDITION DAMAGED TYPE OF DAMAGE 3887 - B 001 MISC POOR YES 50.00 FIRE J 3887 - B 002 MISC POOR YES 50.00 FIRE 3887 - B 003 MISC POOR YES 50.00 FIRE Key: MISC -Miscellaneous Date: February 15, 2006 Location: 3887 Lupine, Units A & B, Vail, CO. 81657. POTENTIAL FOR DISTURBANCE Sample Number Accessibility Potential Influence Potential Located in Plenum yes/no contact vibration air erosion yes/no 3887 - B 001 YES HIGH LOW LOW NO 3887 - B 002 YES HIGH LOW LOW NO 3887 - B 003 YES HIGH LOW LOW NO N 0. 0 J 0 7 1 CLIENT: A & D ASBESTOS TFSTRJG & CONSULTIYG 653 36 l/a ROAD PALISADE, CO 81526 DGMSL CLIENT SAMPLE SAMPLE SI.MPi.E N[04I$ER NUMBER DA7E DESCRIP'T-!O?`' 1R 3887-$-0Ol 2-IS-06 A. WHITEDR}'k'ALI.h1U0 B. MU[,TICOLOREDPAIN7 C. 7:4N FIBROUS D. WHITL•DRYWAL:. 2R 3887-8-002 215.06 WHITE PAINT B_ WHITEDRYWALLMUD C_ TAN FIBROUS D. WHITEDRYWAI4 3R 3687-8-003 2-15-0b k. 1WHITEPA[A'T B. 1VNITE DRYIWALL MUD C. 7AN A1:D ~tiliffGfiBR0U5 D. SVNITE DRYWALL FOR CALCULATION PtiRPOS ES, TR.gCE TR) IS ASSUMED TO 3E 0.5%. ly -INSEPARABLE LAYERS i!n - NO\'E D1:TECTED DCn{1 SCIENCE LABORATORY, ING. 12421 W. 44TH AVENUE, UNIT ~6 IvHEATR;DGE,CO 80033 (303)463.8270 SULK ASBESTOS TEST REPORT PAGEIOF2 ANALYSIS DATE:2-16-06 p~ 5REPOETBNGDA'E:7-17-06 RECEI?7 DATE:16-06 CLIENT SOB NO.:RESiAENCE PROJPCT 71TLE_1887 LUPINE • VAI=, CO DCMSL PROIECT_ADAT24U PERCENTAGE COMPOSITIO?V BY ~1SUAL ESTOv1ATE TOTl11 70T~'iL.PERCF.I~TAGE PERCEI,T ASBESTOS ASBESTOS OTHER FfBR0U5 NON-FIBROUS IDSNTIFiED OP SAMPLE TYPE RANGE IN SAMPLE CONSTITUEt1TS CONSTTfUEkTS MATEFIA[.S 1.0°I CHRYSOTILE [FR-lJ 0.5 0.0 99.i 100.0 4.146 HD 0.0 f 00.0 100.0 7.a°.6 ND 00.0 0.0 100.0 88.6°!o ND TR 100.0 1000 X0.1 3.a4~°ND D.D loo.o toD.o 5.a% CHRYSOTU_E (TR-Ij l.0 0.0 99.0 100.0 7.p%ND 180.0 QA 100.0 SS.F°1°ND TR t00.0 100.0 a.l 3.C^/e NA 0.0 lQ0.0 100.0 l.(p/a CHRYS07lLE [CR-1~0.5 0.0 99.E 100.0 0.['h ND IUOA 0.0 1C10.U 81.C°!o i,=D TR IOD.O 100.0 0.1 UEFINITIONS DCM SGtENCE LABORATORY,IN('.. 12421 W- 49TH AVENUE, UNIT tl6 WHEAT RIDGE, CO 80033 (303) 463-8270 BULK ASBESTOS ANALYSIS -POINT COUNT' METHOD PAGE t OF 2 CL18NT: ANALYSIS DATE: 2-17-ON n&D ASBESTOS TESTING REPORTlNCr DATE: 2-17-06 G53 36 li4 ROAD RECEIPT DATE: 2.1~-06 PALISADF,CO 8{526 CLIEN'I'lt1kEN0.: RESIDENCE PROJECT T(TLE: 3887 LUPTNF. - VAIL DCMSL PR03ECT: ADA'1'245 CROSS REFERENCE:: ADAT240 ERCENTAGF COMPUSI'i'IONBY ARGA/VOLLIMG DCM LAB NO.: -1 R -2R -3R SAMPLE DATE; 2-15-06 2-15-(lF 2-15-OG llF TOTAL SAMPLE?: 1.0:4 5.04~e 4.(!°/ CLIENT NO.: 3887.8-001 3887.8-002 3887-B-003 PART A PAR"f B PART H ASBESTIFORM MINERAL FIRERS: CHRYS07'ILE 0.50"/e 0.75'r~0.50% AM031Te NC1 ND NU L'ROCIDOLITI:ND ND ND TREMOL.ITE-ACTTNO-..1TE ND ND ND ANTHOPHYI.LITB ND NU ND TOTAL. ASBESTOS COUNTED 0.50%0.75%O.SU% TOTAL ASBESTOS IN LAYER E.50%OJS%0.50% Tf_TTAI. ASRRSTDS IN SAMPLE 0.(11o/n Q.O4'%,0.02% NOTES: SAMPLES N0. IR - 3tt ARE WFIITE DRYWALL ML(D. ND-NONE DETECTED TOTAL ASBESTOS COUNTED = TOTAL ASIIES'fOS tN LAYER = TOTAL ASBESTOS IN SAMNLI/ _ TI•IE AMOUNT OF ASHtJ'I'UJ 1'kESF.NT IN THE SAMPLt; EXPRGS:iL'•U A6 A PERCENT l'Flt: PtICCENT Or SAMPLE R~'.(v1AINING TIML•S AsDI'6'rc)S COUN'rrn EXPRC:SSED AS A PERCENT. TFIE PERCENT OF'E'OTAL sAMFLL (FROM rLMiSM nNALYSlS) TIMC.S THE TOTAL. ASBESTOS !N LAYER (IF NU ASBESTOS IN OTHHR LAYERS). DRWFT z•d L9z8E9bEDE qe~ a~uazog lq~Q dSS=EO 90 LI qe~ I' '~ TOWN OF VAIL, COLORADO Statement Statement Number: 8060000125 Amount: $5,780.94 02/13/200603:15 PM Payment Method: Check Init: JS Notation: 29378/NEDBO CONSTRUCTION Permit No: B06-0031 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $14,677.69 This Payment: $5,780.94 Total ALL Pmts: $5,780.94 Balance: $8,896.75 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 5,780.94 NEW CONSTRUCTION OF A DUPLEX Ctesign Review Board ACTION FORM o~ Department afi Community Development 75 South Frontage Road, Vail, Colorado B1557 te1:9711.479.2139 fax:974.479.245Z web: www.varlgov.corn Project Name: KJESBO -NEW DUPLEX Project Description: Participants: DRB Number: DRB050371 OWNER NEDRELOW, JEANNE - KJESBO, 807/26/2005 PO BOX 3419 VAIL CO 81658 APPLICANT K.H. WEBB ARCHITECTS PC 07/26/2005 953 S. FRONTAGE ROAD, STE 216 VAIL CO 81657 License: 0000001627 ARCHITECT K.H. WEBB ARCHITECTS PC 07/26/2005 953 S. FRONTAGE ROAD, STE 216 VAIL CO 81657 License: 0000001627 Project Address: 3877 LUPINE DR VAIL Phone:970-477-2990 Phone: 970-477-2990 Location: 3877 LUPINE DR Legal Description: Lot: 6 Block: 1 Subdivision: BIGHORN 1ST ADDITION Parcel Number: 2101-111-0200-2 Comments: See Conditions Motion By: Joe Hanlon Second By: Lynne Fritrlen Vote: 5-0-0 Conditions: Action: APPROVED Date of Approval: 09/07/2005 Cond: 8 PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date BOARD/STAFF ACTION of final ap~oval, unless a building permit is issued andconstruction is commenced and is diligently pursued toward completion. Cond: CON0007511 The applicant shall address all Public Works Department's comments prior to submitting for building permits. Cond: CON0007558 Fire sprinkler system required and shall comply with NFPA 13R(2002) and Vail Fire standards. Cond: CON0007559 Monitored fire alarm system required and shall comply with NFPA 72(2002) and Vail Fire standards. Planner: Matt Gennett DRB Fee Paid: $650.00 Questions? Call the Building Team at 479-2128 TU~bU~~~ 0~ G''1~1L ~ ~~ dui/r~in~r Permit .~ub~netta/ Checklist Department of Community Development Project Name: .~ r ~~~ -~t//Z ~~/P~a ~ Project Address: ,~~f 7`7 G.~i~~-c1/Z !'~2r~O~L This Check/ist must be come/eted before a Bui/dine Permit a,vo/ication is accevted. AII pages of application is complete Has DRB approval obtained (if required) Provide a copy of approval form Condominium Association fetter of approval attached if project is aMulti-Family complex g--Plan Check Fee required at submittal for projects valued over $25000.00 (See attached Construction Fee Schedule for calculations) Q- Complete site plan submitted Public Way Permit application included if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumpster,oarkinq or material storage allowed on roadways and shoulders without written anoroval a~Asbestos test and results submitted if demolition is occurring es'Architect stamp and signature (All Commercial and Multi family) DiFulf floor plans including building sections and elevations(4 sets of plans for SFR and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings) er' Window and door schedule a Fu!! structural plans, including design criteria (i.e.loads) ructural Engineer stamp and signature on structural plans (All Commercial and Multi Family) YSoils Report must be submitted prior to footing inspection nor' Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans a- Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: ~~A~ Date of submittal: Received By: F:\Users\JSuther\newBLDGPERM.DOC 07/28/2004 BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all, multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may take five 5) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: 9r'ac~A~/iJ ~~,~"/S~~ Print name 4 Signa~Gre Project Name: .~ ~,Dr-~-~,L ~U,4L/~.l Date: ~~s/D~ F:IUserslJSuther\newBIDGPERM. DOC r 07!28!2004 T~~'N nF PUBL~ WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Buildin4 Permit Application. If yes was answered to any of the quesijons then a "Public Way" permit is required. You can pick up an application at either Community Development, located at 75 South Frontage Road or Public.Works, located at 13Q9 Elkhorn Drive. Notice sign-offs for utility companies. ALL utilities must field verify (locate) .respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locai~e. A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. SketCh of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates will. be scheduled for the Town of Vaii electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be . needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the Building Permit" to be released. Please do not confuse the "Public Way Permit" with a Building Permit". NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. Anew Public Way Permit is required each year if work is not complete. Re-application each November 15th does not mean an automatic renewal. ~ I h e read and understand the above. Sign~fure Date Signed F:\Users\JSuther\newBLDGPERM.DOC 07/28/2004 APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 20 1. Job Name 2. 3. Excavating Contractor Name City State Start Date i ~ PRT#: - ~ i~,:~r Parcel #: --------------- TO1~IV OF VAIII Bldg. Pernlit #: I3 - - - - - - - Street Address If unknown call 479-21,9) Mail Address TOV Contractor License Number -REQUIRED Zip Completion Date Phone # Permit Expiration Date) 4. Work is for (circle one) Water Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access Other 5. Trench-width min. 4') Bond Amount $ Length Depth Total SF $ Total LF Permit Fee $ Total Permit Fee $ 6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED. 7. Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket and lugs shall be protected at all times. 8. A signature below indicates a review of the area and utility locations and approval. Once all utility cornpany signatures are obtained , permittee has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures. Please allow up to one week to process. Xcel Energy /Public Service Company (I-800-922-1987) Xcel Energy High Pressure (1-800-922-1987) Quest (1-800-922-1987) Comcast Cable (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 114) Holy Cross Electric Company (]-800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail Irrigation (970-479-2158) THERE WILL BE NO TOTAL STREET CLOSURES! A constriction traffic control plan nursi be snbmitted ~uul approved by the Public Works Departrneni prior to issuance of the permit. 9. All excavation must be done by hand within 18" of utilities - (Senate Bill 172). 10. I'errnittee must contact the Public Forks Department at =176-2198 24 hours prior to am~u~encirn; of ~~ork. Failure to Notify the Town will result in forfeiture of bond money. Scheduled inspections that are not ready may result in the Town charging the contractor a r•einspection fee. 11. 1 certifiy that 1 have read all chapters of Title 8 -Public Ways and Property, of the Vail Municipal Code and all utility Company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. C'ont.ractor's Si~.:nature of.'Agrcement Print name clearly Date of signature ATTACI3 PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN White -Public Works Show street with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Yellow -Contractor F:\UsersWSuther\newBLDGPERM.DOC 07/28/2004 MDR C,OkYO}tAT}ON 10650 IRMA DRIVE, IINi'1' #}5 NORTHGLENN, COLORADO $0233 303-457-0502 Far: 303-157-0506 LETTER OF TRANSMITTAL TO: Tom Henderson Nedbo Construction P.O. Box 3419 Vail, Colorado 81 b58 WE ARF SENDING YOU: COPIES 1 ea. DESCRIPTION Disposal Manifest - 3877 Lupine For Your Approval For Your Use As Requested COMMENTS: cc: For Review & Comment x) For Your Records DATE: 10/ 19!0 RE: Asbestos Removal Return With Comments by: Signed: Marvin Shelbourn r_ _ . 4 ~~_• _J ~ fir.-~Y-~y~ REGLn-~~1~11 ASBESTOS IV1r~1r.tCIAL P,~ t ofZ WASTE Sti1,~D~~T RECORD GEyERATOR ECTIOY y, Facility Yame: ~ ~~~~ ,~ [ ~ Cock ~l~ S ~' Addtrss- ~.~ start: 1 OMnet's Yame: _ - Far L_ ~ --- Telephone ~ d Opentor's < <-~~~ / ~- ~ Address: Ctry: rn , L,.,sz, ~ ` Telephone I1.~~ ~- ~' IIL waste Disposal Site (~~ - (ame: Q Yes on-Sift" deposal 1 Na Physical Locati a: Q __L% / a~j ~ ~ ~ Addzess: ` s'' Ste: ~~~ Zip Cade: City. ~P.4r Fax: i ~ Teiephonc L~~ ~ L Mailin :><,ddras: G~,~,~,,y~~ sT /() Zip Code: ~~~:~-~ Cuy. ~-,~~' ~~5~~ - Fax: ( 70 ~ Tdcphonc N R,espomt7~le Agency ~~ ~~ S°m' or EPA Office whets notincatiaa vas sent) Name: Add~ss; State: Zip Code: - C'ity: ~ YII. Total Quantity t VL Containers ~' yards) Y, Drsa~iption of Materials Tt' ~~~ 1` Zoe -~ ' ) State: l~) Zip Code: - PS .Fax: f 1 .__---- - lumber Type v VIII. Special Handling [nsuvctions and Additional Information c tc , c are fully and acc~ly dnetoed declare that the contents of this coasigttmea ects in proP~ ~ndidon Lir Generator's Certffirssion: I ~...-`~f ~~ ~ ~eled, and are in all resp above irr props shippm3 °~ ~ att classified, packed, pons. for ,.~,~,,,.,.t by highway a-,~.r.W..g to applicable inte~adonal and gwetnmeat regula Dace ~ Type or Print Name sad Title Signanrrs ~_ f,-- .... "- .~ ~'}s'ir': `~~;:`` --`',~ti-l ~ 'Y k - RejectedNatsrials (if 3n7) Transporur 2 (~~owled5~..-.-of tecelpt of materials) Tg~YSpORTER SECTION ~ - Tnttspo 1 Admowlodg~~ oftsceipt of matrnars) . r n r _,~ ~ t :~Names '~~`~ , I r~i) ~~..~--~ ~ ,. ~ Stag-%~'> Zi Code' ~~ ;~i Addtt~ p Telephone: j ~ D s1 -c%~~ ~ )-~' /' Fax: i ~ ~ C f?/,~/ ~, c,Pi. Date Type o°c Ptisst dame and Tile Sigaattat ' Q. Destination DLSPOSAL SITE SECTION XIL Discrepaacy indldion space XIIL Waste disposal site ownuoroperstor. Certifirstion of roceipt of asbestos materialsco~etred by ttis manilast ezeept as noted la ittm 12 i ~r~~~'" ~ T e or Ptiat Name and Tide Datt yp Fotm Revised (11/1?J9?) REG~1 $ fi..lYN '~i T CORD Page-of Z Destination Name-. . pddtess: Statz: .Zip Codc . Gry: _ Fax: ~ ~ Telephone:. ~ ,~ Dace Type or Print Name and Tide Sim Rejected ,l4aurials ('tfanr~.~---- 02/13/2006 12:10 FAX 3034570506 MDR CORPORATION 0001/008 F ,~ N7 MDR CORPORATION S ;: .,. %` 4 r~• 10650 Tr~a Drive. Unit 15 Northglenn. CO 80233 ~"~ 303) 457-0502 Fax (3033 457-050b Number of pages tra~nlsmitted:__ 7___,(Including this cover page) To fax number:_ ~7d ~~Ll?__~~79_ Please deliver all. transmitted pages to: Person ; ., ___1o rY-LI ~~~ ~ c+~r.rsc~.~ CornpanY ~ --~~E_cT.~o ~vh~~r.;c'~i'~ ~------•---- Address: /'rC~• ac:K ~t./~c~ City. State. Zip:_,.~cx,_j ~'~__ ~J~,~~____ These pages are from ~_1!l~v'•-~•n_S~'1e ~~jo~r-~ _~`- Remarks : -f~_.~C~Hc,.• v ~ ~'u~r+~(t:~_~~L_'{~ _ T~w~ o~ Cpl ~~/ r~'--~}-•--•------~-~-l-- n----.~.---- s----~-" ~~._~~L-----------.~------ t5 . ~ ~ s ~,~~QQ ~ ~ ~ ~ fc-~ hj.~J~ ~-rv• p ~~~oe~ FEB 14 1006 D TOWN OF VAIL 0~~ c~3 / 02/13/2006 12:10 FAX 3034570506 MDR CORPORATION f~7j002/008 MDR CORPORATION Fax to: Town of Vail 970-479-2452 Fax to: Vail Fire Dep. ~.uent 970-479-2176 Date: September 13, 2005 To; Town of Vail 75 South Frontage Rd, Vail, Colorado 81657 From: MDR Corporation 10650 Irma Drive, Unit #15 Northglenn, Colorado 80233 303) 457-0502 lZe: Asbestos Abatemezrt C~..~,letion Certification Letter Dear Town of Vail: The asbestos abatement has been completed at the residence at 3877 Lupine, Vail, Colorado. The removal of the popcorn ceiling texture was completed on September 9, 2005 (see drawing for area of abatement). If there are any questions please feel free to call. Thank you, MDR Corpo Marvin Shelby President Attachments: 1, hawing of tlae area of abatement 2. Final Air Sample results 3. Certification ofVisual Inspection P.S. Originals to be mailed today, i06B0 Irma Drfve, Uttlt 15 North0lann, Colorado 80233 (303) a87•o502 O N W j,,_~ ~e4end : ~. b~ rit ~'~Np~~ j~ bafern~-~ a~~ o 0- O ~ ~t ~ - - cz o p,~son.~l iOz~N°1n °'Np~~y~c JEtV mac<NG N OJ~ ~ V +' e% ~ ~ TO J'~'CXXXe~t / ~o4d` OJ'~" -n J,a1111 o L°~~ec't J Qna y~n1fE y CV~ prut^l~ 1 5l ~ mMCMN~ V.S ~l.I X opt Gc,.~ .t~ ~~e'fl h Nhc ur,~s ~oq~ °'! ~ ~ast~ Lea ~OJ4 w i A v-+ o Ch ll t n O e.QrOOM Qi~r~DpY1n J ; J~h~ l~-~ ~ O L,~: 2M r L. ~ Zxlr(n`r lox~~ ox-Z Z X ter + r _ r J o r ax f ~ lox t't ° Bc,~~oe+''+ 1 6 ~X r~.i oo m t ~ ~ I x ~ ~oKi4 tu~clo 1 0 X ~ ~ X ~i~ H x ~ $XG a I ror~ f 7~X X x x X t~stc ~.+ ~ ~~~ a,nw u~rn~ ~+'~vc Resi6~r.c< w~(! b~ ~~Qer ~-e~sQl g~3~/es G fit vaC a~r.'f' c~.arih9 the !' rG.+~t 1~ v~ ( of Z c F ~~4~ClM~C~ .~ f ~ 7! c t,~ovk. r. v~3g-~7 ~ ~~rke (} w O N l a r x w 0 w n 0 0 m 0 w 0 a 0 r N P i n~~~rna,r~ ~ ~{cdft-T ~~~, nc3~~~ g~3e/vs z ~~ ~DtA~ 0 N W N O O 07 Weecycle Environmental Consulring, Inc. 5375 Western Ave_, Suite C-~4 Boulder, CO 80301 Client" MDR Client Project Number. uaimown Project Name: 3877 Lupine Analysis Type: PCM Weecycle Project Number. OS- l 118 Date Sampled: 9/9/2005 Date Analyzed 9/9/2005 Table 1. Sample Location and Results N 0 q X W O W w o 0 Type of Total Yolurne Sample SampieNumUer Date Location L)Fibers eldls Fibers/mm2 Fiberslcc Clearancc I i 18-0909-CL 1 9(9/2005 Upper Rest Unil 1021 6 i00 7.6 0.002 earance 1118-0909-CI_.2 9/9(ZOOS Lower West Uunt 1021 9 100 11.5 0.004 0 Clearance 1118-0909-CL3 9/9!2005 Upper Well Unif 1021 I 1 L00 14.0 0.005 Qearance 1118-0909-CL4 9/9!2005 Upper Fast Unit 1021 12 1W 15.3 0.005 Clearance 11 ] 8-0909-CLS 9/9(2005 Lower East Unit 1021 8 100 10.2 0.003 0 Blank 1118-0909-FB6 9(9(2005 Field Blrnk 0 i 100 l.3 BDL z Blank 1118-0909-FB7 9l9l200S Field BIauk 0 1 1.00 1.3 BDL Field Area = 0.00785 mm2 Filter Area =385 mm2 BDL = Bela~v Detection Lirrril Phase Coatast ivfictnsoopy was used I'or auslyses under Ore guidelines of NIOSH MclLod 7400, Ketision 3. A minimum often (l0) fibers per 100 Gelds is needed for reliable qu~tificafioa Samples with less titan S.S fibers per [00 Gelds are reported as Below Defection I.irnil {BDL) an~ly~ sy: lndluS ge --._ Reviewed By: d~,,..~,~Project Manager 0 0 v, 0 0 ao 9112(2005 MDR ~ 02/13/2006 12:10 FAX 3034570506 MDR CORPORATION f~j006/008 CFRTIFYCA.TION OF VISUAL YNSP~CTION Project Name: ~ ~ 7 7 ~ r~,~,.~ Project Address: ~_ ...__..._ Containment Location: fri~ ~ //,-'~ ~ Date of Visual: ~ ~9~aS" Date of Air Sampling: 7~~ /Q , Contractor's Certification The supervisor certifies that helshe has visually inspected the work area (alt surfaces including pipes, beams, walls, ceiling, floors, decontamination unit, behind critical and all poly left in eontainmezlt) and has found no dust, debris or residue. r ~ 7By: (Signature) ri•r.~~ss,.,:.,t~~ Name: {Print) N' z~-r~•~_ r:. ~°.ra.t•--~ Title: (Print) ~; ~, , ~ r ~, ~ L ~~ Certifies Air Monitoring Specialist The Colorado State Certified Air Monitoring Specialist hereby certifies that he/she has been accompanied by the supervisor of the project on the visual inspection and verifies that this inspection has been thorough and to tlxe best of hislher ability. No visual debris, dust or residue has been found inside the contaiztment, behind the critical, in the decontamination unit, or Ioad out. This final visual was performed in accordance with Colorado State Regulation 8, section III.P. and ASTM Standard Practice for Visual Inspection of Asbestos Abatement Projects.,, By; (Signature) Name: (Prin Title; {Print)s Certification Number: ~' 7 ~ 9 12:11 FAQ 3034?0306 .. 02l13~2006 ..~ .._ y~~ 1~ t~ Op~ti°~II- ~~ CuY ~' ophonc tII. rT•=~ wlr :l• ~ ~~ •pi ~+rys-.ety..C .^ ' 1 Tel ~ ~ ismr .~"- laateUisp°!ol Sice ~ Yes ~ Na G ~- ~..-- CuY; ~p Code: ZVlsil~+ Office ~~~~ vas srs~~ 7 ~ho,n~ ~ ~icr, Sc~ orF3 A why mcY t~ 7ipCode. o,~3k A.3~ 5race, ._.-..~ '' Y~I• Totat Q~e°` N~ -~ ~ eta _ (cubit ~,ards) A+d~s yy Caats-ia a~pdoa of ~ ~~ber ~V. 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S,curil'~'VT RECORD Page:oP 2 NSPORTER SECIIOIY ' " 7~. Ttsospo 1 aied~,-... ! ofceerigt vP maarisls) ' iYsmo: ~ ' lc~ r' r•~ . Ad.;.~.. ', ~ ' ~~+K'.4~ ~ a /„ },lam ~ /.~' Cuyr. '~~1 ' (~ 5ti~1~ Tip Cade: ~~? ~~ '=~ `~ gj-may 7--'-'-" Dsse Typo dE Pmst Name gad Tuk Rejeceed 1~trriel+ {if aar) ~ Destkutloa Q. Tranaportar Z (~awledy...~.... of tzssig~ oP roaurials) Nerve: A,dc~s: Cry; "Stare: Zip Codes TdcghonC, 1 ~ ~„ Fax: r ~ Sigtzae~ae Darr 't'ype er Ptiat Name and rde Rrjecttd d~trtiats (if nay) ~ Desdnarloa f I I DTSPOStiIJ SITE S$CZ'IOiY' ' h"~ Disrxepaary iadkattea specs . CII~ Waste dEsposal site owner oro~_.,~r Certlfcuton of receipt atubestos matorisls•coverni b;- arts manifest exetpt as noted la ~ IZ D~ Type ar Priar Yame sad Tdt Foaa Revised {1 I/1~J97) LKP Engineering, Inc. CIVIL/GEOTECHNICAL SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 6, BLOCK 1, BIGHORN, 1sT ADDITION 3877 LUPINE DRIVE TOWN OF VAIL EAGLE COUNTY, COLORADO PROJECT NO. 04193 DECEMBER 13, 2004 a day. ..:h!T BOe"e."". r~ MR. TOM HENDERSON NEDBO CONSTRUCTION P.O. BOX 3419 VAIL, CO 81658 P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax PREPARED FOR: TABLE OF CONTENTS EXECUTIVE SUMMARY ..................................................... 2 SCOPE OF STUDY ........................................................... 2 SITE DESCRIPTION ......................................................... 2 PROPOSED CONSTRUCTION ................................................. 3 FIELD INVESTIGATION ...................................................... 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION ......................... 3 FOUNDATION RECOMMENDATIONS ......................................... 4 SLAB CONSTRUCTION ...................................................... 4 RETAINING WALLS ......................................................... 5 UNDERDRAIN SYSTEM ..................................................... 5 SITE GRADING AND DRAINAGE ............................................. 6 LAWN IRRIGATION ......................................................... 6 LIMITATION ............................................................... 7 FIGURES LOCATION SKETCH ..........................................DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS ........ ...................FIGURE NO's 1-2 GRAIN-SIZE DISTRIBUTION ................................... FIGURE NO's 3-4 PERIMETER DRAIN .......................................... FIGURE NO. 5 LKP Engineering, Inc. EXECUTIVE SUMMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed gravelly sand to sandy gravel with cobbles. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 6, Block 1, Bighorn lst Addition, Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION Lot 6 is at 3877 Lupine Drive, on the north side of the road, Town of Vail, Eagle County, Colorado. The lot has moderate topography. Vegetation on the lot consisted of grass, pines and aspens. Drainage is to the north and northeast. There is a triplex structure on the lot. LKP Engineering, Inc. 3 PROPOSED CONSTRUCTION We have assumed that the proposed residence will consist of two stories, wood frame construction, on a concrete foundation. We anticipate loads to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on November 11, 2004, consisted of excavating, logging and sampling two test pits. Excavation of the test pits was done prior to our arrival. The test pits' locations are shown on Drawing No. 1. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's 1 and 2. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the two test pits were fairly uniform. Test Pit No. l had four feet of fill and topsoil over three feet of dark brown, sandy gravel with cobbles. Test Pit No. 2 had one foot of topsoil over three feet of brown, gravelly sand with roots over three feet of brown, gravelly sand with cobbles. Both of the test pits were seven feet deep. Ground water was not encountered in either test pit. We sampled the soil in the test pits at random intervals. The soil samples were tested in our laboratory for grain-size distribution and natural moisture content. The test results are shown on Figure No's 3 & 4. LKP Engineering, Inc. 4 FOUNDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2000 psf. The footings should be constructed on the undisturbed gravelly sand to sandy gravel with cobbles. The depth to the gravelly soil was encountered at four feet below the existing grade in both of the test pits. Ground water was not encountered. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned engineer to verify that the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive of fill, topsoil and organics, are suitable to support lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab 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 LKP Engineering, Inc. 5 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. RETAINING WALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. 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. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 5). 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 114 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 -314-inch free-draining granular LKP Engineering, Inc. 6 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. SITE GRADING AND DRAINAGE Grading plan was not available for our review. The following recommendations are general. 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 downspouts should extend and discharge beyond the limits of the backfill. LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. LKP Engineering, Inc. 7 LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No. l and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Mr. Tom Henderson, Nedbo Construction, for the specific application to the proposed residence on Lot 6, Block 1, Bighorn ls` Addition, Town of Vail, Eagle County, Colorado. Sincerely, LKP ENGINEERING, Luiza Petrovska, PE President J:\W P l 2-LKP\04 t 93SND-GR. RPT.wpd LKP Engineering, Inc. r 5~p325•W y ~ ~SA3'D0'00'E - 106.33' N64i~ y y y y y y y y y y y y y y y y y y y y y y y ,y ~ -~ . 0 0 GORE ~~ O M, y y y y u~ y y y ~ ~g y~ ~~ ~~~~ y y y ~~ ,~ 5~ y y y y y y y y y y y ~~' p~c dy y y s y y y y y y y y y ,~ y ~~ • .. y %~~ y y y y y~1 y y y y y y y y y y y y y iO~ y y y y y y y y y 8371~ y y y ~ 380 ~ W ~ O Z ~• J ~~ 5 0' ~~ N e~ b TOPO MAP BY GORE RANGE SURVEYING LOCATION Sn~s'~ CH CIYII./GS01BCffidICAI, .u:i.~ i~0~: 04193LKP ~~ Engineering, Inc. L0T ~ ~0~* 1• ~~" '~' ~~ a8n a ,.. 1 s 40 as eox 2e3~ co a1e32 EAST Viu4 EAIXE COU-v>?; caoR~DO auw~a Na:w (ago) ase-aoea +~ (a>'o) ase-sue 1 DATE OBSERVED: November 11, 2004 Test Pit # 1 ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATERIAL FEET B p AND SAMPLE LOCATION 0 L L E 5 o 15 20 LEGEND: Fill & Topsoil Dork brown, sandy grave/ with cob6/es Bottom of Test Pit ®7 feet 2-inch O.D. California Liner Somp/e Bulk Sample DD - Notural Dry Density (pcf) MC - Notura/ Moisture Content (%) 200 -Percent Passing No. 200 Sieve LL -Liquid Limit PI -Plasticity Index GW -Ground woter LABOARTORY 7t=ST RESULTS MC= 7.0% 200=5.3% No Ground Woter Encountered REMARKS I cr ~`~ 04193 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG F,,,y,,,~,,,a,1 DATE OBSERVED: November 11, 2004 Test Pit # 2 ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATER/AL FEET B p AND SAMPLE LOCATION O L L E I Topsoil Brown, gravelly sand with roots 5 o s 20 LEGEND: LABOARTORY TEST RESULTS Dark brown, gravelly sand with cobbles MC= 6.6% 200=2.9~ Bottom of Test Pit ®7 feet I No Ground Water Encountered 2-inch O.D. California Liner Samp/e Bulk Somp/e DD -Natural Ory Density (pcf) MC -Natural Moisfure Content (1K) 200 -Percent Passing No. 200 Sieve LL -Liquid Limit PI - P/osticity Index GW -Ground water REMARKS cr ~'~ 04193 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG ,,,~; 2 U.S STANDARD SIEVE OIPEN/NG IN INCHES U.S STANDARD SIEVE NUMBERS 6 4 3 2 1~ 1 ~ v+ ar 3 4 6 8 10 14 16 20 3040 50 70 100 140 200 p0 0 0 0 0 0 i lQ 0 0 0 0 500 100 50 f 0 5 1 0.5 0.1 0.0~ Gravel Cobbles coarse ~ fine Gravel: 48.7% Sand coarse ~ medium ~ fine Sand: 46.0.`G Sample from: Test Pit ~ 1 ®6 feet NYDROME7ER 0.01 0.005 Silt or Clay Fines: 5.3% 0 10 20 30 m 40 rt n 50 0 y 1 60 Q' 70 80 90 100 0.001 sture Content: 7.0.`g Sandy gravel Z O C O Z w U.S. STANDARD SIEVE OPENING /N INCHES U.S STANDARD S1EVE NUA/BERS 100 6 4 3 2 1 ~ 1 .yr w ~ J 4 6 8 10 14 /6 20 JO 40 50 70 100 140 20G I90 80 70 60 50 1 c~ 40 rn 30 20 10 0 500 100 50 f0 5 1 0.5 0.1 0.0~ Gravel Cobb/es coarse ~ one Gravel: 48.3% I Moisture Con tent: 6.6% Sand coarse ~ medium ~ Fine Sand: 48.8% Gravelly sand Sample from: Test Pit ~ 2 ®6 feet HYDROA/E7ER 0 10 20 0.01 0.005 Silt or Clay Fines: 2.9% 30 rn 40 rt n 50 0y 60 70 oa 80 90 100 0.001 S1,OPE AWAY FRDM $UIt.DtNG BAGy(FILL, ~~ ONE FABRIC x~•:~:.r._r'~~If~~-•: - :?.. =,,~=•{,. ...^ ,. ~;.~; ~M Aft 14 COVER RELATIVEI'YFpOT ~ S SOIL o•• ,` ~. ~, ~ IMPERytN1 f • ,•~(•'.K ''''y!• .' •;i P1'': {'mo`b; '- ~'..-V. j. i^ •r+.•, J•Y•,.is ''Y. •;, ~! ~ vn ~•~•r ~. f•^. ^.''r.. •z •'~ ° .~• r• R FILL ~' ,,: r~•,';-f~;~` GRANS _..:: •~::!: ~_ ~E~~:~" '-..: COARSE ~A~'' 5,~ f1NES LESS T}{AN Wt rY r :e a• a~,~ ~f ww Tr' •.1.~•. .• ••(~.~ ;'• ci•. Q:.Q• PLASTIC LINER, GLUED fpUNDAn~ WALL O NO ~USEEPq~R ,SNPRESENCSOUNDW C eering~ n . ixl ~ ~,~j,I~P .- E' ng ~ ~ 70) 928- t~l (970) 926"' DIAMETER PERFORATED T 4-1~ ~~~ TO A SUITA~XIBLE~NDAlT1f4" PER FOOT ~ RIGID P1P AT J,g" PER FOO cor s, ec°cx~n curTM ~.oRaoo sr vim.. ~~ ~ 0419 N~ 5 f DEPARTMENT OFTHE ARMY U.S. ARMY ENGINEER DISTRICT, SACRAh1ENT0 CORPS OF ENGINEERS 1325 J STREET SACRAMENTO, CALIFORNtA 958fd-2922REPLYTO ATTENTION OF November 2, 2005 c,~latory Branch (200575634) r. Roland Kjesbo os~ Office Box 3419 a_l, Colorado 81658 Mr. Kjesbo: I am responding to your August 22, 2005, request for a eoartment of the Army permit for the Lot 6, Block 1, Bighorn sewer line project. This project involves activities, including discharges of dredged or fill material, in waters of the United estates to construct an upgraded sewer line connection. The roject site is located at Gore Creek within Section 11, Township South, Range 80 West, Latitude 39° 38' 47.0", Longitude 106° 8' 18.5", East Vail, Eagle County, Colorado. Based on the information you provided, the proposed activity s authorized by Nationwide General permit (NWP} number 12. Your work must comply with the general terms and conditions listed on the enclosed NWP information sheets. You must sign and return the enclosed Compliance Certification to this office within 30 days after completion of the work. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that thF~ relevant NWP is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. Please 7-efer to identification correspondence concerning this proj~ questions, please contact me at the Mark.A.Gilfillan@usace.army.mil, or extension 15. You may also use our army.mil/regulatory.html. Sincerely, number 200575b3~ in ct. If you have any address below, email telephone 970-243-1199, website: www.spk.usace. n~t~4 ,1' I Mark Gilfilla Biologist, Colorado/Gunnison Basin Regulatory Office 400 Rood Avenue, Room 142 Grand Junction, Colorado 81501-2563 Enclosures Copies furnished without enclosures: Mr. Michael Claffey, Claffey Ecological Consulting, I:~corporated, 1371 17 Road, Fruita, Colorado 81521 Eagle County, Post Office Box 850, Eagle, Colorado 81531 1rt COMPLIANCE CERTIFICATION Permit File Number: 200575634 Permit Type: Nationwide General permit number 12 Name of Permittee: Mr. Roland Kjesbo Post Office Box 3419 Vail, Colorado 81658 County Where Work was Performed: Eagle Date of Issuance: November 2, 2005 Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: Colorado/Gunnison Basin Regulatory Office U.S. Army Corps of Engineers, Sacramento District Wayne N. Aspinall Federal Building 400 Rood Avenue, Room 142 Grand Junction, Colorado 81501-2563 Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with the terms and conditions of the permit your authorization may be suspended, modified, or revoked. If you have any questions about this certification, please contact the Corps of Engineers office in Grand Junction, telephone number 970-243-1199, extension 15. I hereby certify that the work authorized by the above-referenced permit, including all the required mitigation, was completed in accordance with the terms and conditions of the permit verification. Signature of Permittee Date rrM~' PUBLIC NOTICE FOR FINAL STATEWIDE REGIONAL CONDITIONS FOR THE NATIONWIDE PERMIT PROGRAM IN THE STATE OF COLORADO Si,mm?rv Qf Action: The following are the final Regional Conditions to the Natiomvide Permits within the State of Colorado. This action is in accordance with the authority of Section 404 of the Clean Water Act and Title 33, Code of Federal Regulations, Part 330.5(c). Nationwide Permits (NWPs) are general permits issued on a nationwide basis to authorize minor activities with little or no paperwork and which would typically have minimal adverse effects on the aquatic environment. Regional conditioning is a method to protect regionally high-value waters of the United States, and other regional situations to ensure that the NWPs will not authorize activities that result in more than minimal adverse effects on the aquatic environment. Regional conditional ideally result in significant added protection to the aquatic environment without substantially increasing the Corps' workload. Background. On March 18, 2002, the reissued Nationwide Permits became effective. A public notice was issued on February 11, 2002, proposing modifications to the Regional Conditions to the Nationwide Permits within the State of Colorado. This represents the final Regional Conditions for Colorado. Enclosed with this public notice are the Regional.Conditions for NWPs activities within the boundaries of the state of Colorado. c'omm~: In order to minimize impacts to the aquatic environment, the Corps has made modifications to the Regional Conditions for NWPs in the State of Colorado. These Regional Conditions are now in effect until such time the Nationwide Permits are modified, revoked, or expire. Raymond G. Midkiff Lieutenant Colonel, EN District Engineer Enclosure FINAL REGIONAL CONDITIONS FOR NATIONWIDE PERMITS WITHIN THE STATE OF COLORADO Enclosure 1 CRITICAL RESOURCE WATERS !N COLORADO In accordance ~.vith veneral Condition No. 25 (Cesignated Crtical Resource Wat~rsl ;h~ 'ol!e~:ving waters within the Star of Colorado are designated as critical resource waters: 8. S,lntctanrlj~~Jatt~ral 4ocnnrcplJVatarc; Cache la Poudre Basin: Ali tributaries to the cache La Poudre River system, including ail lakes and reservoirs, which are within Rock Mountain National Park; Laramie River: All tributaries to the Laramie River system, including all lakes and res=^~oirs which are in the Rawah b'Vii~erness Area; North Fork Gunnison River: All tributaries to North Fork Gunnison River system, including (akas, reservoirs and wetlands within the West Elk and Raggeds Wilderness Area; North Platte River: A!I tributaries to the North Pla"e River and Encampment Rivers, including all lakes and reservoirs, which are in the Mount Zirkle Wilderness Area; San Miguel River. All tributaries, lakes, reservoirs, and wet;ands within the boundares of the Lizard Head and Mt. Sneffels Wilderness Area; Roaring Fork River. All tributaries to the Roaring Fork River system, including lakes, reser~cirs and wetlands within the hAarcon BellslSnowmass Wilderness Area; Umcompahgre River: All tributaries to the Uncompahgre River system, including lakes, reservoirs, and wetlands within the Mt. Sneffeis and Big Blue Wilderness Areas; Upper Arkansas River Basin: All streams, wetlands, lakes, and reservoirs within the P;tount Massive and Collegiate Peaks U/ilderness Areas; Upper Colorado River: Mainstem of the Colorado River system including tributaries, lakes, reservoirs, and wetlands within Rocky Mountain National Park; Upper Gunnison River Basin: All tributaries, lakes, reservoirs, and wetlands in the La Ganta Wilderness Area. Aif tributaries to the Gunnison River system, including lakes, reservoirs, and wetlands within West Eik, Collegiate Peaks, Maroon Bells, Raggeds, Fossil Ridge, Oh-Be-Joyful and Big Blue Wilderness Areas; White River: Trapper's Lake and tributaries to Trapper's Lake; Yampa River: All tributaries to the Yampa River, including lakes, reservoirs and wetlands vrithin Zirkle Wilderness Area. b. lmpn~a~t Crawning_arPas: in Colorado ,important spa~~ming areas are defined as "Gold Meta! ~f/aters' as identified by the State of Colorado. Gold Metal Waters are defined in the Colorado Fishing Season Information brochure, on the Colorado Division of Wildlife ~aebsite ~rM~w.dnr.state.co.us, or can be obtained at any Corps office In Colorado. Regional Conditions Applicable to Specific Nationwide Permits Within Colorado 1. The following are statewide regional conditions (a. through f.} a. Natiornroid~ Permit No 13 Bank Stahili7a ion. In Colorado, bank stabilization activities necessary for erosion prevention in streams that average less than 20 feet in width (measured bewveen the ordinary high water marks) are limited to the placement of no more than 1/4 cubic yard of material per running foot below the plane of the ordinary high water mark. Activities greater than 1/4 cubic yard may be authorized if the permittee notifies the District Engineer in accordance with General Condition No. 13 Notification) and the Corps determines the adverse environmental effects are minimal. b, ~pwida Permit Nn.__?_7 ,~,trPam and WPtlaryi Ractn~,,n AetivitiPe (1) For activities which include a fishery enhancement component, notification will include a letter from the Colorado Division of Wildlife concurring that the project will benefit the fishery; and (2) for projects in streams classified as Gold Metal Waters", Nationwide Permit No. 27_may not be used. For such projects, the applicant can apply for the existing Colorado Regional General Permit No. CO-00-16900 (Stream Habitat Improvement Structures) or a standard individual permit. Regional Conditions Applicable to Al{ Nationwide Permits Within Colorado. c. gemnval of T=m~orarv Fiilc,. General Condition No. 24 (Removal of Temporary Fills) is amended by adding the following: When temporary fills are placed in wetlands in Colorado, a horizontal marker (i. e. fabric, certifies weed-free straw, etc.) must be used to delineate the existing ground elevation of wetlands that will be temporarily filled during construction. d. ant ~nav~nin~ A.,~3g. General Condition No. 20 (Spawning Areas) is amended by adding the following: In Colorado, activities which; (1) would destroy important spawning areas; (2) would be conducted in these waters during spawning seasons for trout and Kokanee salmon (spawning season for rainbow and cutthroat trout is March 15 through July 15, and for brown and brook trout and Kokanee salmon is September 15 through March 15}; or (3} would have greater than minimal release of sediments during these spawning seasons are not authorized by any nationwide permit. Bio-engineering techniques, such as native riparian shrub plantings are required for all bank protection activities that exceed 50 linear feet in important spawning areas. Important spawning areas are identified in the attached list of critical resource waters in Colorado. Regional Conditions for Revocations Specific to Certain Geographic Areas e.1~: In Colorado, nationwide permits No. 1, 2, 4, 6-11, 13-19, 21-25, 28-31, 33-36, and 39-44 are revoked for activities in these regionally important aquatic resources. Fens are defined as wetlands which are characterized by water logged spongy ground and contain (in all or part) soils classified as histosols' or mineral soils with a histic epipedon'. To determine whether this provision applies, the entire wetland must be examined for the presence of histosols or histic epipedons. Histosois have 40 centimeters (16 inches) or more of the upper 80 centimeters (32 inches) an organic soil material (or less over bedrock). Organic soil material has an organic carbon content (by weight) of 12 to 18 percent, or more, depending on the clay content of the soil. Histic epipedons have a 20 to 60 centimeter-thick (8-24 inches) organic soil horizon that is at or near the surface of a mineral soil. Histosois and histic epipedons are widely recognized as organic sails formed by slow accumulation of plant debris in waterlogged situations where it cannot decompose. (More information on histosols can be obtained trom the U.S. Department of Agriculture, Natural Resources Conservation Service publications on KP~/,s to Snil Taxnn my and EiPi~ Indic^tnra n( ~dri Snils in the lnit .d States f. ;?prings: Within the State of Colorado, all nationwide permits are revoked within 100 feet of the water source of natural springs. A spring source is defined as any location where ground water emanates from a point in the ground. For purposes of this regional condition, springs do not include seeps or other discharges which do not have a defined channel. Critical Resource Waters in Colorado See ~nciosure 1) ADDITIONAL INFORMAT{ON 2. The fcllowing provides additional information regarding minimization of impacts and compliance with existing general Conditions: a. Permittees are reminded of the existing General Condition No. 18 which prohibits the use of unsuitable material. Organic debris, building waste, asphalt, car bodies, and junk materials are not suita~le materia{. Also, General Condition No. 3 requires appropriate erosion and sediment controls (i. e. all fills must be properly stabilized to prevent erosion and si{tation into waters and wetlands). Streambed material or other small aggregate material placed alone for bank stabilization will not meet General Condition No. 3. b. Permittees are encouraged to mitigate project impacts prior to or concurrent with project construction. This issue continues to be a concern and the Corps prefers at this time to request that . nationwide permit notification submittals explicitly address prior to or concurrent mitigation or the reasons why mitigation cannot occur prior to or concurrent with project construction. Raymond G. Midkiff Lieutenant Colonel, EN District Engineer Enclosure Nationwide USdrmyCorpsof permit SummaryEngineers Sacramento District 33 CFR Part 330; Issuance of Nationwide Permits -January 15, 2002, including Correction -February 13, 2002 12. Utility Line Activities. Activities required for the construction, maintenance and repair of utility lines and associated facilities in waters of the US as follows: i) Utility lines: The construction, maintenance, or repair of utility lines, including outfall and intake structures and the associated excavation, backfill, or bedding for the utility lines, in all waters of the US, provided there is no change in preconstruction contours. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous, liquid, liquescent, or slung substance, for any purpose, and any cable, line, or wire for the transmission for any purpose of electrical energy, telephone, and telegraph messages, and radio and television communication (see Note 1, below). Material resulting from trench excavation may be temporarily sidecast (up to three months} into waters of the US, provided that the material is not placed in such a manner that it is dispersed by currents or other forces. The District Engineer may extend the period of temporary side casting not to exceed a total of 180 days, where appropriate. In wetlands, the top 6" to 12" of the trench should normally be backfilled with topsoil from the trench. Furthermore, the trench cannot be constructed in such a manner as to drain waters of the US (e.g., backfilling with extensive gravel layers, creating a french drain effect). For example, utility line trenches can be backfilled with clay blocks to ensure that the trench does not drain the waters of the US through which the utility line is installed. Any exposed slopes and stream banks must be stabilized immediately upon completion of the utility line crossing of each waterbody. ii) Utility line substations: The construction, maintenance, or expansion of a substation facility associated with a power line or utility line in non-tidal waters of the US, excluding non-tidal wetlands adjacent to tidal waters, provided the activity does not result in the loss of greater than %2-acre of non-tidal waters of the US. iii) Foundations for overhead utility line towers, poles, and anchors: The construction or maintenance of foundations for overhead utility line towers, poles, and anchors in all waters of the US, provided the foundations are the minimum size necessary and separate footings for each tower leg (rather than a larger single pad) are used where feasible. iv} :access roads: The construction of access road. for the construction and maintenance of utility line., including overhead power lines and utility line substations, in non-tidal waters of the US, excluding non-tidal wetLtnds adja~cnt to tidal waters, provided the discharges do not cause the toss of greater than '/z-acre of non-tidal waters of the US.:~ccess roads shall be the minimum «idth necessary (sec Note 2, below). Access roads must be constructed so that the length of the road minimizes the adverse effects on waters of the US and as near as possible to preconstruction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel mods). Access roads constructed above preconstruction contours and elevations in waters of the US must be properly bridged or culverted to maintain surface flows. The term "utility line" does not include activities which drain a water of the US, such as drainage tile, or french drains; however, it does apply to pipes conveying drainage from another area. For the purposes of this NWP, the loss of waters of the US includes the fitted area plus waters of the US that are adversely affected by flooding, excavation, or drainage as a result of the project. Activities authorized by paragraph (i) through (iv) may not exceed a total of/z-acre loss of waters of the US. Waters of the US temporarily affected by filling, flooding, excavation, or drainage, where the project area is restored to preconstruction contours and elevation, is not included in the calculation of permanent loss of waters of the US. This includes temporary construction mats (e.g., timber, steel, geotextile) used during construction and removed upon completion of the work. Where certain functions and values of waters of the US are permanently adversely a ffected, such as the conversion of a forested wetland to a herbaceous wetland in the permanently maintained utility line right-of--way, mitigation will be required to reduce the adverse effects of the project to the minimal level. Mechanized land clearing necessary for the construction, maintenance, or repair of utility lines and the construction, maintenance and expansion of utility line substations, foundations for overhead utility lines, and access roads is authorized, provided the cleared area is kept to the minimum necessary and preconstruction contours are maintained as near as possible. The area of waters of the US that is filled, excavated, or flooded must be limited to the minimum necessary to construct the utility line, substations, foundations, and access roads. Excess material must be removed to upland areas immediately upon completion of construction. This NWP may authorize utility lines in or affecting navigable waters of the US even if there is no associated discharge of dredged or fill material (Sec 33 CFR Part 322). NotiJiccrtion: The permittee must notify the District Engineer in accordance with General Condition 13, if any of the following criteria are met: a) Mechanized land clearing in a forested wetland for the utiltty line; right-of-way; ationwlde 12 Permit Summary b) A Section 10 pem~it is required; c) The utility line in waters of the US, excluding overhead lines, exceeds 500 feet; d) The utility hne is pL~.~~d ~.~ithi~ ;: ju;isdictioaal area i.e., water of the US), and it runs parallel to a stream bed that is within that jurisdictional area; e) Dischazges associated with the construction of utility line substations that result in the loss of greater than 1/10-acre of waters of the US. f} Permanent access roads constructed above grade in waters of the US for a distance of more than 500 feet; or g) Permanent access roads constructed in waters of the US with impervious materials. (Sections 10 and 404) Note 1: Overhead utility lines constructed over Section 10 waters and utility lines that are routed in or under Section 10 waters without a discharge of dredged or fill material require a Section 10 permit; except for pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry substances over navigable waters ofthe US, which are considered to be bridges, not utility lines, and may require a permit from the USCG pursuant to Section 9 of the Rivers and Harbor Act of 1899. However, any discharges of dredged or fill material associated with such pipelines will require a Corps permit under Section 404. Note 2: Access roads used for both construction and maintenance may be authorized, provided they meet the terms and conditions of this NWP. Access roads used solely for construction of the utility line must be removed upon completion of the work and the area restored to preconstruction contours, elevations, and wetland conditions. Temporary access roads for construction may be authorized by NWP 33. Note 3: Where the proposed utility line is constructed or installed in navigable waters of the US (i.e., Section 10 waters), copies of the PCN and NWP verification will be sent by the Corps to the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), for charting the utility line to protect navigation. A. General Conditions. The following general conditions must be followed in order for any authorization by an NWP to be valid: 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill auttiorizeci shall be properly maintained, including maintenance to ensure public safety. Page 2 3. Soil Erosion and Sediment Controls. :\ppropriate sail erosion and sediment controls must be used and maintained ineffective operating condition during construction, and all xp.~.:,~.i .,oil nd other tills, as well as any work belrnv the ordinary high water mark or high tide line, must be permanently t.~.,i, c.;ei at i'?c earli st pra.:i~a~lc date. I'eanittecs are encouraged to perfomm work within waters of the United States during periods of low-flow or no-flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life-cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its Section 401 Water Quality Certification and Coastal Zone Management Act consistency determination. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a "study rivet" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality. a) In certain states and tribal lands an individual 401 Water Quality Certification must be obtained or waived See 33 CFR 330.4(c)). b) For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or triba1401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water Quality management includes stormwater management that mininmizes degradation of the downstream aquatic system, Natioow'ide 1' Permit Sammary including water quality (refer to General Condition ? t fbr stormwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers nest to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures must be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 33Q4(d)) 11. Endangered Species. a) No activity is authorized :order any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of formal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. b) Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of the ESA. Information on the location of threatened and endangered species and their critical habitat can be obtained directly frorn the ofllces of the USFWS and NMFS or their world wide web pages at httn://www.fws.eovlr9endsnn/endsnn.html and httn://www.nfms.noaa.eov/orot res/overview/es.html respectively. Pn~;r 12. Historic Properties. Ito activity which may at1~~~t historic properties listed, or eli~~ible for listing, in the Nati~ma- Register of Historic Places is authorized, until the District Engineer has complied ~~ ith the provisions of 33 CPR Part ~: `. Appendix C. The prei;n.r~:~ :• ~cr<nittce must notify the l~t~t::, Engineer if the authorized actu ity ma_y affect any historic properties listed, determined to be eligible, or which the prospective permittee has reason to believe may be eligible tier listing on the National Register of Historic Paces, and shall tn,t begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act h:tvc been satisfied and that the activity is authorized. Informati~~n ~,n the location and existence of historic resources can be obtaincyi from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(8)). For activitir: that may affect historic properties listed in, or eligible for listint; in, the National Register of Historic Places, the notification nu~~t state which historic property may be affected by the pmlx~sc~l work or include a vicinity map indicating the location of tttc historic property. 13. Notification. a) Timing; where required by the terms of the N~~ P• the prospective permittee must notify the District Engincrr with a preconstruction notification (PCN) as early as possible. The District Engineer must detemtine if the notification is complete within 30 days of the date of r~~:c~~'~ and can request additional information necessary to make the PCN complete only once. However, if the prospctitivc petmittee does not provide all of the requested infomtati~m. then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information has been received by the District Engineer. The prospective permittee shall not begin the activity: 1) Until notified in writing by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or 2) If notified in writing by the District or Division Engineer that an Individual Permit is required: or 3) Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective permittcc has not received written notice from the District or Division Engineer. Subsequently, the petmittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set firth in 33 CFR 330.5(d)(2). Nationwu~ ._ ?~:-nit Su:n:na.~" Contents of Notification: The notification must be in w-gig and include the ti~llowing information: I) Name, address and telephone numbers of the a-pective permitter; 2) Location of the proposed project; 3) Brief description of the proposed project; the aoject's purpose; direct and indirect adverse vironmental effects the project would cause; any erNWP(s), Regional General Permit(s), or dividual Permit(s) used or intended to be used to orize any part of the proposed projector any related vity. Sketches should be provided when necessary show that the activity complies with the terms of the v~~P (Sketches usually clarify the project and when vided result in a quicker decision.); Q (4) For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, and 43, the PCN must also include a delineation of erected special aquatic sites, including wetlands, egetated shallows (e.g., submerged aquatic vegetation, zagrass beds), and riffle and pool complexes (see agraph 13(f)); t7 (~) For NWP 7 (Outfall Structures and Saintenance), the PCN must include information warding the original design capacities and xnhgurations of those areas of the facility where maintenance dredging or excavation is proposed; 6) For NWP 14 (Linear Transportation Projects), The PCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement describing how temporary losses of waters of the US will be minimized to the maximum extent practicable; 7) For NWP 21 (Surface Coal Mining Activities), fife PCN must include an Office of Surface Mining OSM) orstate-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer t determine that the activity complies with the terms and conditions of the NW P and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; O (8) For NWP 27 (Stream and Wetland Restoration activities), the PCN must include documentation of the prior condition of the site that will be reverted by the r ......flee; 9) For NWP 29 (Single-Family Housing), the PCN must also include: Pabc 4 ii) A statcrncnt that the sin_~lc-t:+n,::~ sousing activity is for a personal residence of th; :~~tittee; iii) A description of the entire p:+,~:: i. including its size, and a delineation ~~f ~~ ~~:'~ ~^ds• For the purpose of this NWP, p:tr~els ~~t ;.:u ± measuring''/a-acre or less vviU not rc,luu; ,~ ::`rural on-site delineation. However, the apph;ant shall provide an indication of where the wctlan.ts are and the amount of wetlands that exists ot+ tte' property. For parcels greater than '/,-a: re to size, formal wetland delineation must be prcp:avtii in accordance with the current method rc,lum~l by the Corps. (See paragraph 13(f)); iv) A written description of all larni including, if available, legal dacriptirn.~ ,`~~ ned by the prospective permittee and, or the pr,v~l'zctive permittee's spouse, within a one mile ridius of the parcel, in any form of ownership (inctudu+;; anY land owned as a partner, corporation, j~~it+t tenant, co-tenant, or as atenant-by-the-entirety 1 ,+~,,1 anY land on which a purchase and sate agrecm~ ~,t or other contract for sale or purchase has h:~n executed; 10)ForNWP 31 (Maintenance of Existinyi t~tood Control Facilities), the prospective permiucc m'"t either notify the District Engineer ~~ ith a FC'~ r" +or to each maintenance activity or submit a five ~ c:u t~'r less) maintenance plan. In addition, the PCN nest ta~lude all of the following: i) Sufficient baseline information id.`ntifying the approved channel depths and contigur;+tions and existing facilities. Minor deviations ate authorized, provided the approved flood c~~ntrol protection or drainage is not increased; ii) A delineation of any affected special aquatic sites, including wetlands; and, iii) Location of the dredged material +lisposal site; I1)ForNWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also in.`lude a restoration plan of reasonable measures to avoi+l and minimize adverse effects to aquatic resources; 12) For NWPs 39, 43 and 44, the PCN mural also include a written statement to the District Engine' explaining how avoidance and minimization for Ipsses of waters of the US were achieved on the projcy`t site; x, i) Any past use of this NWP by the Individual Permittee and/or the permittee's spouse; Nationwide 12 Permit Summary t3)Fur NW'P 39 and NWP 42, the PCN must include a compensatory mitigation proposa(to outset losses of waters of the US or justification explainin:; why compensatory mitigation should not be required. For discharges that cause the loss of greater than 3011 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; 14)ForNWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear-feet of existing serviceable drainage ditches constructed in non-tidal streams unless, for drainage ditches constructed in intermittent non-tidal streams, the District Engineer waives this criterion in writing, and the District Engineer has determined that the project complies with all terms and conditions of this NWP, and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; 15}For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the perrnittee may proceed; 16) For NWP 44 (Mining Activities), the PCN must include a description of all waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rocklmineral mining activities); 17) Por activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work; and rage 5 O (18)For activities that may affect historic properties listed in, or cli~iblc for listing in, the Natio^al Register of 1li.:uric Ptaca;, the PCN must state which historic I~roperty nut. he at~t~ctcci by the proposed work or include a vicinity Wrap indicating the location of the historic property. c) Form of Notification: The st<•tndard Individual Permit application form (Form ENG 4340 may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the requisite information may also be used. d) District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective pennittee may subnut a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the Districi Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minitnat, after considering mitigation, the District Engineer will notify the pemuttee and include any conditions the District Engineer deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: 1) that the project does not qualify for authorization under the N WP and instruct the applicant on the procedures to seek authorisation under an Individual Permit; Nationwide I-' Prmtit Summary that the project is authorized under the NWP subject to the applicant's submission oCa mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; ~~; 3) that the project is authorized undc;r the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic envtronment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. e) Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than %-acre of waters of the US, the District Engineer wilt provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that they intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by Section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants arc encouraged to provide the Corps multiple copies of notifications to expedite agency notification. rasp Vedand Dclinrations: Wetland delineations roust he prepared in accordance with the current method reyuirod by the Corps (For NWP ~9 see paragraph (b)(9)(iii) for parcel. less than'-'~-acre ;-t si;;: ;. The pcr-,rtittce tray ask the Cur7~s to de!ineatc the .nc~ ial ayuadc :ire. Then: may be some delay if the Corps does the delineation. Furtherniorc, the 45-day period wilt not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. 14. Compliance Certification. Every permittee who has received NWP verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: a) A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b) A statement that any required mitigation was completed in accordance with the permit conditions; and (c) The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the US authorized by the N~~'Ps does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed 1/3-acre). 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water supply intake except where the activity is for repair of the public water supply intake structures or adjacent bank stabilization. 17. Shellfish Beds. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWP 4. 18. Suitable Material. No activity, including structures and work in navigable waters of the US or discharges of dredged or 611 material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (sec Section 307 of the CWA). Nationwide 1? Permit Summary ~' 19. Diirigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than minimal. a) The project must he desiyrtc:d and constructed to avoid and minimize adverse effects w waters of the US to the maximum extent practicable at the project site (i.e., on site). b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will he required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. c) Compensatory mitigation at a minimum one-for-one ratio will be required fur all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides aproject-specific waiver of this requtrement. Consistent with National policy, the District Engineer wilt establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. d) Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage tosses allowed by the . acreage limits of some of the NW Ps. For example, '/4-acre of wetlands cannot be created to change a '/a-acre loss of wetlands to a''/z-acre loss associated with ~1WP 39 verification. However,'/~-acre of created wetlands can be used to reduce the impacts of a '/Z-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. e) To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. f) Compensatory mitigation clans firr projects in or near streams or other open waters writ normally include a requirement for the establishment, maintenance, and legal protection (e.g., easements, decd restrictions) of vegetated buffers to open waters. In many casts, vegetated buffers will be the only compensatory mitigation required. Vegetated buffers should consist of~native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer will be 25 to 50 feet wide on each side of the stream, but the District engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where Fatic both «ettands and open waters exist on the project site, the Corps ~~ ill dcterntine the appropriate compensatory mitigation (e.g., steam butlers or wetland; compensation) based on ~~ hat is best for the aquatic environment un a watershed basis. In cases where vegetated butlers are d:;tcrmin~d t~> be the tnoa appropriate fo;rrt of compen.at~7ry mitigation, the District Emrineer rtsv ~~ aivc or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. g) Compensatory mitigation proposals submitted with the "notification" may be either conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. h) Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. 1n all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and;'or complying with the mitigation plan. 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorzed. 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstructiondowestream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters} and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site similar to preconstruction conditions, and provide for not increasing water flows from the project site, relocating water, or redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it ~,vill not he a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect watcrflows. While appropriate measures must betaken, it is not necessary to conduct detailed studies u~ identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. Nsuonwide l2 Permit Sanun;tn• ~ ~ P"ye 22 Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This include: structures and work in navigable waters of the US, or discharges of dredged or fill material. b) Discharges in Floodway; r\bove Hcad~~ atcrs. Discharges of dredged or fill material into w.ttct~ of the US within the FEMA or locally mapped floodwav, resulting in permanent abovo-grade fills, are not authorized by NWPs i9, -1(1, -32, and -14. 23. Waterfowl Breeding Areas. Activities, including structures and work in navigahte waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters. Critical resource waters include, NO.~r\-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment. The District Engineer may also designate additional critical resource waters after notice and opportunity for comment. a) Except as noted below, discharges of dredged or fill material into waters of the US are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges maybe authorized in designated critical habitat for Federally listed threatened or endangered species if the activity complies with General Condition 11 and the USF WS or the NMFS has concurred in a determination of compliance with this condition. b) ForNWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25; 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26 Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year floodplains will be identified through the existing Federal Emergency Management Agency's FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. a) Discharges in Floodplain; Below Headwaters. Discharges of dredged or fill material into waters of the US within the mapped 100-year floodplain, below headwaters i.e. five cfs), resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. c) The pertnittee must comply with am' applicable FEMr\-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was commenced or under contract to commence by the expiration date of the \WP (or moditcation or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to commence within the verification period, the work must be completed by the date determined by the Corps. For projects that have been verified by the Corps, an extension of a Corps approved completion date may requested. This request must be submitted at least one month before the previously approved completion date. B. Further Information 1. District Engineers have authority to determine it-an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other Federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NW Ps do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. C. Regional Conditions for Nationwide Permits - Sacramento District I. Regional Conditions to be applied across the entire Sacramento District: 1. Nationwide Permits 14, 29, 39, 40, 41, 42, and 44 are withdrawn from used in histosols, including fens. For the used of all other nationwide permits in fens, proj ect proponents are required to notify the Corps using the notification or PCN procedures of the nationwide permit program (General Condition 13). This will be a "Corps only" notification. 2. For all activities using any existing and proposed nationwide permits, mitigation that is required by special condition must be completed before or concurrent with project construction. Where project mitigation involves the use of a mitigation bank or in-lieu fee, payment must be made to the bank or fee-in-lieu program bcfi~re commencing construction of the permitted activity. Nationwide 12 Permit Si:mmary ~ ~ Page 9 3. For all nationwide permits requiring notification, except 27, the applicant must provide a written statement to the district engineer explaining how avoidance and minimization of loses of waters of the United States were achieved on the project site. II. Regional conditions to be applied in California and Nevada. All existing and proposed nationwide permits are suspended in the Lake Tahoe basin in favor of using General Permit 16. III. Regional conditions to be applied in Utah For use of any nationwide permit with the folloeving attributes, notification of the Corps of Engineers' Utah Regulatory Office, using the "Notification" procedures of the Nationwide Permit Program (General Condition 13), is required, except where certain nationwide permits are restricted and can not be used as indicated in each category. This will be a "Corps only" notification. 1. Alt activities that will affect waters of the U.S. below the elevation 4217 feet msl adjacent to the Great Salt Lake and below 4500 feet msl adjacent to Utah Lake. 2. Bank stabilization in a perennial stream that would affect more than 100 feet of stream length as measured from the upstream portion of the affected bank to the downstream section, narrow the cross-section of the stream, substantially reduce the riparian vegetation, or increase velocities. 3. All activities that will affect springs. A spring is an aquatic feature caused by ground water being discharged to the surface, creating wetland and/or stream characteristics. Nationwide Permits 14, 16, 18, 29, 33, 36, 40, 42, 43, and 44 can not be used in spring areas. AND ,pELINEATION REPORT WETL & T 12 VERIFCATION ~LQUEST NATIONWIDE FERMI NSUBDIVISIO LOT 6, BIGHpRNrOLORADO i on~ulting, Inc. E,~ological G - 1 .> `? ~ld,ffey C;ulur;+t~" i ~~ t d, f ,i I. Introduction Claffey Ecological Consulting, Inc. (CEC) delineated cvttl,~nd~ ~~n Lut 6, Bl~~ck I in the East Vail, Ce~loradu. The lot has ~u1 existing duF~l~~~-. ~.~i~ tf ~r~ prt~hert~~ ~~i~~i fronts along G~~re Creek ~>n the north with ail ,~nnant~~d tribtit,ir~' ~~il the east~~r~i edge. The lot is located un Lupine Drive in the 6igh~~rn Subdivision. The applicant is proposing to tear down the older duplex and build a single family residence. This report solicits and jurisdiction deterii~ination and a nationwide permit number 12 to improve the sewer line fur the new home. II. Applicant and Site Information Applicant: Roland Kjesbo PO Box 3419 Vail, CO 81658 970-8451001 Site Information: Lot 6, Block 1, Bighorn Subdivision, Town of Vail, Colorado Section 11, Township ~ South, Range 80 West Lat: 39° 38' 28.25", Long: 106° 18' 16.89" III. Site Description The project area is a residential subdivision along Gore Creek in the subalpine ecosystem at an elevation of approximately 8,300 feet above msl. The surrounding habitat is disturbed but consists generally of a mixed coniferous forest with aspen stands prevalent. The riparian community along Gore Creek is a dense willow and alder stand. Lot 6 contains an existing structure, parking areas and a Kentucky blue grass lawn with numerous spruce, fir and aspen trees. n/ 1, 13i~~lt~~r~i .S't~h~liiv~ru, rlint~~iCiu~i l~epr~~'1 cYr N~rli~~nYri<Ir~ /'rv~~r~it h'r~yt+rsl fcur, ~.~'- ~ ~ ~ ~ ~~ i 4t ~ r ~~ .~ "r t ~ 1 ~ `~ `~J,, R; ,~ _ / , ,p,~; Diu ~4 , I f i ~ s f - _ ~,''' 1 1 ,i j m i ~ t` 9 3S~ag~.og~(a ~ y , ~ ~, 1. ~ - .\ ~~ ~ ~ a2a7 , _ ~ ~~ 3','. - reed ~ 8344 ~.. ~ •. ~\ ~ ~ ~ L //' _ - ~~ \` ~~-4G ing to S ~` ~~ '' ~ ; ~i ~ ~ ~ 9576 ~"~~--1 _ ~ ~~- . r r~ I / ~•-~ 41 1'.I ' ~ ~ t.l~V 1~ ,. ~i~ +~ ~ ~~ \ ~ 1 1f7010--= I l I - ~ .~ \ ! 1 y 1~ ~,~~ ~\. ,mac 8J ~ lREO CUFFI ~ __. ~.. ~%S8 ... ., _,_.... '~ '89 17' 3d' -_ _ x763 777 Sf SCALE 1:24000 , M,~E I n __~ - f -- _~ _ _ :_ _ ____ ----.. 3600 4tl00 5(Xf1 F~(hN) 70G0 FEEI i _.F 0 1 RILO7~ETEF Name: VAIL EAST Location: 039` 38' 47.1" N 106° 18' 18.5" U Date: 8/25/2005 Caption: Figure 1. Lot 6 Bighorn Subdivsion Scale: 1 inch equals 2000 feet Kjesbo Copyright (C) 1997, N(apiech, Inc. R a;~ JI it 79 IV. WeNand Delineation CEC performed the wetland delineation ~~n June l5, 2(1(15. The ~~~etland boundary (E3~~undary A) determination ~~~,ls Fairly easy along the northern ,~n~1 western e~{fie ~~F the upland/wetland ir~t~rf;ue due abrupt t~~p~~~r~F~hir an~i E~I,~nt community changes. A second boundary (B) was delineated north of the n~,lin wetland /upland boundary. The B boundary delineated a disturbed area of gravel they may have been placed long a~c~ or deposited by gore Creek during a major flow event. The wetland boundaries were delineated based on a change in a plant community ~~vith hydrophytic vegetation as the dominants to one with upland or FACUP species as the dominants. In the c~~etland, the community consisted of mountain ~ti-iflow (Salix monticola), Alder (Alruis incarrn), twinberry (Lorricr~rrr involcrah~), cuwparsnip (Heracleurrr Innaf~rrrr}, Large-leaf avens (Geann rnacruphyll~rrri), and Canadian reedgrass (Cn(arrra~~Trostis canadensis). Soils in the wetland were silty clay loams and gravely loains along the stream. Lb-tort of the uplands on the lot were a blue grass la~-n (Poa pratensis) but the upland along the border retained a narrow area of native vegetation in some locations including gooseberry (gibes inermi), cowparsnip, subalpine fir (Abies lnsiocnrpa) and Kentucky blue grass. Soils in the upland were silt loams with no wetland hydrology at 12 inches. Boundary A lookin~> from east to the west. Lnl /i, /;r~~l~~,r;r.S'uh~liri.~inn l)i~liue~irrur~ frr-~u~w c~~ '<~,:~;r,ni~~i~lc Pr~rn~i! /~'c-yu~~ti~J r The tributary channel on the ~wt~stern border of the lot has little ~-egetation along the channel and in tocations blue grass forms the banks ~~t the ~h~lnnr~l although willows are present. T)re tributary stream drlinration un tTre western burrrrdnrr~ rf tlr~~ f~~f. V. Sewer Line Crossing The applicant requests verification of Department of the Army nationwide general permit number 12 authorization for the proposed sewer lien crossing of the wetlands as shown on the plans. The proposed alignment is the current sewer line as it connects from the house to the main line parallel to Gore Creek. The Town of Vail requires an upgrade in diameter of the lien due to the number of bedrooms planned in the new house. The existing sewer line crosses at the narrowest location in the wetland and it appears that the project would meet all conditions of the nationwide permit. A d itch block will be constructed on the down gradient edge of the sewer line crossing to ensure that the line bedding does not drain wetland hydrology. All impacts will be temporary and the subsoil and topsoil will be returned in the trench to the correct order. The su--face elevation of the wetland will be returned to its original elevation. L~U/,, l;i~;l:,,rr~.S'~ihJivisrur~ 4 lh~lin[-ufiut: lir~~uti~l ~ti~ ;A',tlinn~t~it~t' /'r.~rlNi! kr~gr~r~;l The eastern end of upland Wren E3 VI. Conclusion Snntple Paint > nt or~n~~~~~ fln~~~ an~1 the l~~cntion of tlir Fn~~~E~~>>~~~1 sc~t~~cr lir~~~ ir~~ssin~ VI. Conclusion The wetland h~~undary was surveyed h~~ C~~re [range Survevir~g and ~}1~~ ~~n~ i~~~~~d Drawing ([~rac~~in~ No. (1~-2U6top~~, Sheet < <~f 1, date ~ 15~2U1~5) is an accurate depiction of the wetland boundary delineated by CEC. The sewer line crossing adheres to the conditions of the nationwide permit. No other wetland impacts are contemplated From the construction of the new home on this lot. We request that the Corps issue a jurisdiction determination letter and nationwide permit 12 verification letter. Lul (, /fi^lrnr;; .~ul+r/i~ icin;~ O lJrlirrr-ration Rc~/nrrl cY ;V,rhr,rr-i hlc- /'rrr•n~it kc-yue.tl DATA FORM OUTINE WETLAND DETERM1NATtON 1987 COE Wetlands Delineation Manual) Project/Site ~~- ~~~ ~ ~' ` i ~ ; y:~ ~. ;~ '~ ' . '_+ r,,: Applicant /Owner ~. ,_ Investigator ~'~~ !-= _ ii r j Do Normal Circum rises exist on the site? YE NO Is the site significantly disturbed (Atypical Situation)? YES is the area a potential Problem Area? (ff needed, e~lain on reverse) YES r I i, Date - ' • ~ - County ~-~;-c ~ ~- State C ^` Community ID Transact tD Plot ID S ~' - l VEGETATION ~ -~ _ - Dominant Plant Species Stratum indicator Dominant Plant Speaes 5 G/ ~. 13 6 ~ 14 T 15 g I 16 Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-) Remarks HYDROLOGY Recorded Data {Describe in Remarks) Stream, Lake, or Tide Gauge Aerial Photographs r, Other ~;, ~ ~ ~, ~ ~r No Recorded Data Available FIELD OBSERVATIONS Depth of Surface Water Depth to Free Water in Pit Depth to Saturated Soil Stratum I Indicator WETLAND HYDROLOGY INDICATORS Primary Indicators: • Inundated Saturated in Upper i2 Inches Water Marks Orttt Lines Sediment Deposits Drainage Patterns in Wetlands in) Secondary Indicators (2 or more Required): Oxidized Root Channels in Upper 12 Inthes Water-Stained Leaves n) ^ Local SoU Survey Data FAC-Neutral Test n) ^ Other (Explain in Remarks) sons Map Unit Name (Series and Phase): Taxonomy (Subgroup) Depth Horizoninches) 7 - C~ Drainage Class: '~ Field Observations Confirm Mapped Type? YES NOt PROFILE DESCRIPTION Matrix Color Mottle Coors Mottle Texture, Concretions, Mansell Moist) (Mansell Moist) Abundance/Contrast ., ~S,,tru~ctun3, etc. J irk ._; / - %~ "~.= %~ 0 ~": td HYDRIC SOIL INDICATORS: Histosol Histic Epipedon Suifidic Odor Aquic Moisture Regime Reducing Conditions Gleyed or Law-Chrome Colors Remarks: Concretions High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Locaf Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) j,f..F{ WETLAND DETERMINATION Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? Remarks YES LtJ~ YES ~_; N,~~ is this Sampling Point Within a Wetlarx!? YES NOl YES,-_N% 1ATA Cl1pU ~ pAl tT1A1C WCTI AUn flCTCDUINATIAIJ Dan. 7 l DATA FORM ~ pDTINE WETLAND DETERMINATION 1987 COE Wetlands Delineation Manual) ProjecdSite ~' G-~" ,h ~` ~._ ,. ~ _ -~l..,G- ~,~. '. + . •_-,. . Applicant /Owner ~~ /,. ,,;". {`_ f InYeStlgatOr ~,r'/~--~'~ ~1 Do Normal Circums>'ar(c~s~(exist on the site? ~5~~ NO s the site significantly disturbed (Atypical Situation)? YES L~ is the area a potential Problem Area? (x needed, exQkain on revere) YES ~D10 Date r~ /!`. ^~ ~' County ; L :-+~•" ."f State <"~.~? \ Community ID TransecilD Plot I D G /~~ - VEG ETATtON Dominant Plant Spaces ~ Stratum Indicator ~ Dominant Plant Species 1 ~, :t .i7,~f~ ly;~,r;-1J rt"~!'- I~ _; /'- JE L 9 0. ~ L 124- ~~.,:`,;,a.e ~~. ~t',~n ,,rat;".~ 5 t: 13 14 15 a i 1s Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAG} Remarks HYDROLOGY Recorded Data (Describe in Remarks) Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available FIELD OBSERVATIONS Depth of Surface water in) Depth to Free Water in Pit Depth to Saturated Shc In) i~~ v ` , F i -, Stratum ~ Indicator WETLAND HYDROLOGY INDICATORS Primary Indicators: Inundated Saturated in Upper 121nches Water Marks Drift Lines Sediment Deposits Drainage Pattema in Wetlands Secondary Indicators (2 or more Required): Oxidized Root Channels in Upper 12 inches Water-Stained Leaves Local Soil Survey Data FAGNeutrai Teat Other (Explain in Remarks) t SOILS Map Unit Name {Series and Phase): Taxonomy (Sut~group) Depth inches) 6 ., r , ~ a ~~ Hori2on 1~=, Drainage Class: Field Observations Confirm Mapped Type? YES NO PROFILE DESCRIPTION Matrix Color Mottle Cobrs Mottle Texture, Concretions, Munsell Moist) (Munsetl Moist) Abundance/Contrast Structure, etc. 1 HYDRIC SOIL INDICATORS: Histosol Histic Epipedon id)c OdoruicMoisture Regime using Conditions Lam" Gleyed or Low-Chroma Cotors Remarks: WETLAND DETERMINATION Hydrophytic VegetaCbn Present? Weiland Hydrology Present? Hydric Soils Present? Remarks Concretions High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks} 10 EB~ NO NO DATA FORM -ROUTINE WETLAND DETERMINATION Is this Sampling Point Within a Wetlands Yt5 NO Pspt 2 t ~ . , DATA FORM ROUTINE WETLAND DETERMINATION 1987 COE Wetlands Delineation Manual) Project/Site GG! r. /% ~ `_ f ~ ~! ~_., 7 ~~.• ~ J .' , .. _ : •' i /.t ~% Applicant /Owner r ;rte ~,- ~~ >'"~. .. . Investigator '` ~ Do Normal Circumstane~sl~xi+st on the site? OYES ENO Is the site s'~gnficantly disturbed (Atypical Situation)? YES ~ s the area a potential Problem Area? (tf needed, explain on reverse) YES~SD Date ~ /~ , . f , r_ ~_ County `r_'-_,.., ~t State ~ Q ` Community ID TransectlD Plot ID ~~- J, VEGETATION Dominant Plant Species ~ Stratum indicator Dominant Plant Species ~ Stratum 1 / C .f,liP,~ .~ .~~; ~v, ~~,• ,11 c-s g ~ ~~ ~~ {.!11 g ~ ~~M 13 g i4 15 g 16 Percent ~ Dominant Species that are OBL, FACW, or FAC {excluding FAC-} Remarks HYDROLOGY Recorded Data (Describe in Remarks) Stream, Lake, or Tide Gauge j.~ Aerial Photographs +~ - f 'f Other No Recorded Data Available FIELD OBSERVATIONS Depth of Surface Water Depth to Free Water in Pit Depth to Saturated Soil tiC~ i> Indicator WETLAND HYDROLOGY INDICATORS Primary Indicators: Inundated Saturated in Upper 12 Inches Water Marks Drill Unes Sediment Deposfts Drainage Patterns in Wetlands in) ( Secondary Indicators (2 or more Required): Oxidized Root Channels in Upper 121nches Water-Stained Leaves in)Local SoU Survey Data FACrNeutral7est - in) ^ Other (Explain in Remarks) Depth finches) I a--- PROFILE DESCRIPT-ON Matrix Color Mottle Coors Moist) r __\ '\ a sons Map Unit Name (Series arxi Phsse): __ _ Drainage Class: Taxonomy (Sub~oup) Fieki Observations Confirm Mapped Type? YES NO u„M~~ t HYDRIC SOIL INDICATORS: HiStosol Histic Epipedon Sulfidic Odor Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chrome Colors Remarks: WETLAND DETERMINATION Hydrophytic Vegetatbn Present? Wetland Hydrology Present? Hydric Soils Present? Remarks Mottle ~ Texture, Concretions, Abundance/Contrast Structure, etc. Concretions High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) YE NO YES CN¢~ is this Sampling Point Within a Wetland? YES NO f YES ~NO„7 Dot.- ~~, %~'_> ?_.~ ~-,~~~(' ,~;-F r ,r A,l,~,'r,. n G{ ~ p~r~ :'riGf~'G~ L;.w.~._ A WHEN A "PUBLIC WAY PERMIT" ]5 REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A PUBLIC WAY PERMIT": Is this a new residence? YES ~ NO Does demolition work being performed require the use of the Right-of-Way, easements or public property? YES NO X Is any utility work needed? YES ~ NO Are there any improvements being done to the driveway ? YES ~ NO Is a different access needed to the site other than the existing driveway? YES NO Ls any drainage work being done that affects the Right-of-Way, easements, or public properly? YES ~ NO Ts a "Revocable Right-of-Way Permit" required? YES NO Ls the Right-of-Way, e,~sements or public property to be used for staging, parking or fencing? YES NO >C If answer is N0, is a parking, staging or fencing plan required by Public Works? YES NO K If you answered YES to any of these questions, a "Public Way Permit" must be obtained. Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANnS/WERED ALL THE ABOVE QUESTIONS. Contractor Signature ~ Company Name Job or Project Name: /, J.~~J/r {w.Oc~~z.~ Date Signed: .~~.~~Q~ F:\Users\JSuther\newBLDGPERM.DOC 07/28/2004 F ~ /epic n rnnc /fnrmc !h Irinurmd DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancy issuance. Agreed to by: ~~~~~~ ~i7/l5%~0 Print Name Signatur~ Project Name: ~ c1~i.-//~ ~! J ~~ ~ Date Signed: ~/~/~~ F:1UserslJSuther~newBLDGPERM.DOC 07/28/2004 Q~'N !~F Y~~ MATER1iRL STORAGE AND CONSTRUCTION PARK]NCi Please read and check off each of the items below. Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6 (1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) § 1) Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute. a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) t I have read and will comply with the above code provisions: ~ ~ti~ /~~/iS~o int Narne - i re Position or Relationship to Project: _~Lc.J~l1G/~ /~fhJ/I?-~L ~G"~'2-*fca~ 1~t1ti~e~sL,~~er\newBLDGPERM.DOC 07/28/2004 i Town of Vail Survey Community Development Department Russell Forrest, Director, 970) 479-2139 Check all that apply Date: 1. Which Department(s) did you contact? Building Environmental Housing Admin Planning DRB PEC 2. Was your initial contact with our staff immediate slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes/No If no, why not? 5. Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 (5 is high) Name: responsiveness, availability) 7. Overall effectiveness of the Front Service Counter. 5 4 3 2 1 (5 is high) 8. What is the best time of day for you to use the Front Service Counter? 8. What comments do you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are committed to improving our service. knowledge, F:\UserslJSutherlnewBLDGPERM.DOC 07/28/2004 TOWN OF VAIL PARTMENT OF COMMUNITY DEVPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Job Address: 3877 LUPINE DR VAIL Location.....: 3877 LUPINE DR Parcel No...: 210111102002 Legal Description: Project No PRJOS-0222 OWNER NEDRELOW, JEANNE - KJESBO, 802/13/2006 PO BOX 3419 VAIL CO 81658 ARCHITECT K.H. WEBB ARCHITECTS 953 S. FRONTAGE ROAD, VAIL CO 81657 License: 0000001627 APPLICANT NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251-A COivix.ACTOR NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251-A PC 02/13/2006 STE 216 02/13/2006 Phone: 970-845-1001 02/13/2006 Phone: 970-845-1001 Permit #:B06-0031 v4-o/~3 Status .ISSUED Applied 02/13/2006 Issued .08/02/2006 Expires .....: 11 /04/2006 Phone: 970-477-2990 Desciption: NEW CONSTRUCTION OF A DUPLEX-DEMO EXISTING STRUCTURE. Occupancy Type Factor Sq Feet Valuation RESIDENT/1 & 2 FAM ( ZONE 2 VB 89.62 11,272 $1,010,196.64 Totals... 11,272 $1,900,000.00* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 1,900,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 2 # of Gas Logs: 2 # of Wood Pallet: 0 s***x*****a*******x***************************************** FEE SUMMARY ********~***~**~*********************~*******~******x***s** Building------> $8, 893.75 Restuarant Plan Review-->o . 00 Total Calculated Fees----->16, 698.49 Plan Check---> $ 5 , ~ 80.94 Recreation Fee------------ >i , 6 9 0.8 o Additional Fees------------ >o . 0 0 Investigation-> $0.00 TOTAL FEES------------->16, 698.49 Total Permit Fee----------->16, 698.49 Will Call-----> $ 3. 0 0 Payments------------------->16 , 6 98 .4 9 BALANCE DUE--------->0.00 s***************************************************~~*****~********s~**~****~**s****** Approvals: Item: 05100 BUILDING DEPARTMENT 03/10/2006 cgunion Action: CR plan review c~.,,.«ents sent to architect and applicant. 04/14/2006 cgunion Action: AP approved corrected drawings 08/02/2006 cgunion Action: AP approved revised drawings with changes to building. new field set issued. Item: 05400 PLANNING DEPARTMENT 05/01/2006 MRG Action: AP revisions received and approved PAGE 2 CONDITIONS OF ArrxOVAL Permit #: B06-0031 as of 08-02-2006 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 02/13/2006 Applicant: NEDBO CONSTRUCTION Issued: 08/02/2006 Job Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Parcel No: 210111102002 x***~*~~:****~*~************~x~:***~** CONDITIONS Cond: 33 PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.. Cond: CON0007859 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0007860 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Item: 05600 FIRE DEPARTMENT 03/08/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS 04/25/2006 gc Action: AP Must recive drainage easement before TCO will be given. Item: 05550 ENGINEERING CIVICS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby aclrnowledge that I have read this application, filled out in full the information required, completed an accurate plot plan and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. P~QUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE~~L~ EAT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 SIGNATURE OF OWNER OR CONTF:ACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8060001133 Amount: $330.00 08/02/200611:24 AM Payment Method: Cash Init: LT Notation: Nedbo / ck 30093 Permit No: B06-0031 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $16,698.49 This Payment: $330.00 Total ALL Pmts: $16,698.49 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 330.00 I APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit #: ~~~ " U4 3 970-479-2149, (Inspections) i •C~;~T~W~V~DFVA~~ ~ VIS N O TOWN OF V IL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION _ General Contractor: ITown of Vail Reg. No.: Contact and Phone #'s: ATTENTION: JOE, JR, CHARLIE, GREG, CHRIS Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials) REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ II MECHANICAL: $ II REVISED .TOTAL: $ For Parcel # Contact Eaq/e County Assessors Office at 970-328-8640 or visit www.eagle-countv.com Zla! - l~l - o2~v- Z Job Name: ~ /i~~ ~ o ~~ ~K Legal Description I Lot: Owners Name: Architect/Designer: Engineer: fa Block: II Filing: II Address: l~ Address: II Address: Job Address: II Subdivision: Phone: - Phone: IL Phone: REASON FOR REVISIONS: ~ ~ n Work Class: New () Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: 1 No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances (_) Gas Logs ( )Wood/Pellet ( )Wood Burning ~_) ~ No/Type of Fireplaces Proposed: Gas Appliances ( )Gas Logs ~_) Wood/Pellet ( )Wood Burn_ in~SNOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) --~ Does a Fire Sprinkler System Exist: _Yes ( ) No ( ) FOR OFFICE USE ONLY__-_-~__~~~__-~_.~.. LI "~; . I Other Fees: ~ Occuppancy Group: I. Aclcepted BY~ !~ '?~' Type of Construction: ~ ~~ Date 12eceived: .~ ;~; ~ ~UL 2 1 ?D~b~ F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 j s `:..e w' ~ .__.IJ Questions? Call the Development Review Coordinator at 479-2128 OF ~~ ` ` Bui/dins Permit Submittal Check/isf ~~ Department of Community Development Project Name: Project Address: This Checklist must be come/eted before aBui/dinn Permit avv/ication is accented, All pages of application is complete Has DRB approval obtained (if required) Provide a copy of approval form Condominium Association letter of approval attached if project is aMulti-Family complex Complete site plan submitted (4) Public Way Permit application included if applicable (refer to Public Works checklist) Staging plan (4) included (refer to Public Works checklist) No dumoster,narkina or material storage allowed on roadways and shoulders without written aunroval Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) Window and door schedule Full structural plans, including design criteria (ie.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: Date of submittal: Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 FP-6-2006 08:45A FROM:SDS INC. s n tutiona .Inc E N 6 1 N E E R I N O Date: 09.06.06 KFi Webb Architects Attn: Stacey Nedbo Attn: Guy Cuccia P~iect/JQb Number. lupine Drive Duplex Transmit. 9709269078 T0: 8459979 Fax Transmittal ~~ 3~~~ ~U~i~f p~ ~~-~ feat: 477.2965 fax: 845.9878 X0207-05 Reinforcing steel for g' foundation waU Notes: Signed' y r'~ Tyler ftldticti oaa~es including cover 3 PO BOX 2494 AVON, CO 81820 PH. 870.949.710D FAX 870.948.3377 P.1 SfsP-62006 08: 46A FROM: SDS INC. 9709269078 T0: 8459979 P, 2 o. aox24a~ LUPIDRIVE DUPLEXavoN. co s~azo PROJECT n JOB NO. 0207-05 P~ s7o.a4a.7~oo SHEET RJO. SL7 OFFAX870.849.3377 TFA 09.01.06CALCULATEDBYDATE lutlons SCAIF 1~4°= ~'-0 N O I N E E R I N d I TOW = 8376'-7 3/4 ,35= ,TOF = 8372'-0 I `~ \ / TOW = 8360'-7 3/4 ~ ~ ~ ~~ / B TOF = 8372'-0 ~... ~ ~ ~~ r FTG. ~ TOW = 8375'-2 \ TOW =8376'-7 3/4 I` STEP TOF = 6372'-0 TOF = 8372'-0 TOW = 8380'-7 3/4 8375'-10 `- TOF = 8375'-5 ~ TO SLAB ~ 23'-3}' 1 J I ~ INDICATES CENTER OF RADIUS 1 1'-4g 35eTOW = 8384'-T 3/4 SL8 TOW =8385-7 3/4 L TOF = 8375'-5 TOF = 8375'-5 BM. I ~ / T ~ \\ PiCI'. I r 1 ~ '' ' F` 8M. FTG. PKf STEP a~'~ ~ \ 2a , ~ ~ ~ i ,. I 8M.-~ ~ ~ ~ SOUTHWEST MASTE L. / TOW = 8: TOL = 83 TOF = 82 9~8, R FOUNDATION SEP-6-2006 08:46A FROM:SDS TNC. BOX 2494 AVON. CO B1Q20 n PH 870.949.7100 FAX 970,949,3377 9709269078 70:8459979 P.3 PROJECT LUPI DRIVE DUPLEX JOB NO. 0207-05 SHEET NO. SL8 OF CALCULATED BY TFA DATE 09.01.06 REF. 7/S8 FOR REMAINDER OF INFO. a iE5's @ 16" VERT, v a 5's @ 16" HORfZ. a i~cio~~ 2)-,TES's CONT. A TOP & BOT. E5 DWLS. x ill" EXP. MAT'L @ ~s"N s° 5" CONC. SLAB PER PLAN PER PLAN a •a.e ~ TO PLYWD. PER PLAN ~9 ' ° TOF i~ G e° n 8 E PERIMETER DRAIN PER GEOT ECHNICAL ENG.L 2 a' 1 SL8 SCALE, 3/4" = 1'-0 err tNU1NEERING INC PAGE 01/02 n ~'' EKP Engineering, Inc. ,~.r ~'~ a CZV[L/GEOTECHNZCA.L ~ %'"""~ n 7 August 21, 204b Mr. lV~axk Stevenson. RE: Open dole Observation/Consultation on Nedba Co~astruction ~ Ground Water Seepage - ,A,-side of the Duplex P.O. Box 3419 Lot b, Block 1, Bighorn 1S` Addition Vail, CO 81b58 3877 Lupine Drive, Vail, Eagle County, Colorado Project No. 04143 Deax Mark: At your request, on August 17, 2406, we visited the excavation site for the uppex portion of the west part of the duplex on Lot 6, Blacl~ 1, Bighorn 1" Addztion, 3$77 Lupine Drive, in last Vail, Eagle County, Colorado. The purpose of our site visit was to observe the soils exposed in the foundation excavation and compare them with the findings azrd recommendations of the Soil azzd.Foundation Investigation Report under the same project nuzxxber, dated December 13, 2404. The soil exposed in the uppex part of the excavation (fox the proposed guests' cottage) was consistent with the findings and recozzkznendations of the abo~~e-Warned soil's report, except on the very west edge of the excavation (u~zthin the excavarioz~ fox the deck pads), where unsuitable, thick layer of topsail and roots was obsen~ed. Tin the remainder of the foundation excavation, it consisted of brown to reddish-brown, clayey, gravelly sand with occasional, large boulders. ~'lae soil at the bottom of thefoundation excavation for .the cottage (except the area for the pads), is suitable for the recommended bearing capacity ofzODD psf: The perimeter drain was iz~ place, but was not connected with the drains in the lower part of the duplex. All of the drains should be connected and sloping to a positive gravitS~ outlet and daylighted. The footings and the foundation walls must also, be backfilled with clean, crush rock to at least above the seepage lizae, anal to within two feet of the finish grade on the south side, near the road. Safety zueasures, according to OSHA Standards should be followed. This report has been prepared according to locally accepted professional geatechnical engineering standazds fox sizrzilar methods of testing and soil conditions at this tune. There is no other warranty either expressed or implied. Sincerely, I,,KP ENGIIr-EElt.1<NG, INC. Luiza Petrovska, PE President Oise copy faced (970-845-9979), origizzal mailed J:iWP 12-LKP1041930PENGW-Asideuppcr,wpd P.O. Box 2837, Edwards, CO 81632, {970) 926-9088 Tel, (970) 926=9059 Fax. F~~. 1. 2001 11~44F~M n lutions .rnc EN i~+EERiNG NEDBO CCiNSTRU~TIC~N fir No~9791 F~ lil P_o. eqk 24iF1 AVON.CO 81829 970.9~Y,7i00 rw 9Y0.949, 3377 Field Report February 1, 2007, ProiecL• I~unine Drive Dunlex #0207-05 Arrival: January 25, 2007, 12:3t1 pm Qepart: 1:50 pm At the request of Mark Stevenson of Nedbo Construction, I visited the site referenced above to observe the structural framing of the east unit, "S". At the time of my visit, the structural framing was near Cornple6on. t observed the fi~lbwing issues which did not comply with the intent of the stnactural drawings: 1. The headers on each side of the door in the south wall of the upper level Master Bedroom ware not connected to the kingstuds with the "E" connector called out on plan. Because these particular headers are very lightly loaded, we recommend installing a Simpson TP49 (or equivalent) an each of the two headers. 2. The post supporting the middle of the 5118° x 15" glued-laminated ridge beam is called out on plan as (4)-1 x 5 "r4 LVL's. A post consisting of (5~-2x8's was installed instead. We have reviewed the reaction an this pastandbelievethatthebuilt-up post in place is adequate to design 4oads, 3. The headers on each side of the large window opening in the north wall of the Kitchen were not connected to the kingstuds with the "E" connector called out on plan. We recommend installing Simpson L80's on each of the two headers. If you have any questions regarding these observations or recommendations, please do not hesitate to call. This site visit was conducted to obsen-e the gerroral progress and quality of the structural aspect of construction and shall not be construed as inspection. The items listed in this report are observations only and do not exclude the possibility that other stnactural deficiencies existed at the time of the site visit but were not recorded. 003 sincerely, Tyler Aldrich Vice President rVJL'YJUC11 irv5uwr~i~ P,^-,GE X2/03 t l ~j B~~~d~~s St~~e~er~t ~~~-~ ~~ P l~~ Der YE ~~; 5(D~: YAWL c.o . TM Fiber Mass fttsulaii®n used in the ~!©w-ln-~3lanke "System The OPT[l~SA System has been installed using CSPTI'6u1A Irraulation to provide a R.va[ue of R c~3 using ~ ~ hags of insulation to covera'4~h sgaare 'Peet of area at a thickness of i ~- inches.1`{ C X i C t~- l 0 a~ \N Ac L.•L,S . Installer Contractor (sign) ~~~;~F-, CompiZny Name ? A! 5 tJ L~! !~ t C~ / t7are / o't' ~ (!~ . o ? T3uilder {Sign} 1 Cam7any Name / Dte / ThIER+bfAL PERFORMJ~NCE OP7'IMAT"~ [.of~se Fill insulation is manufactured for closed catlity application insta~lied bEhind OPTIMA Fabric or equivalent. tt should not be used for open blow applications. In accordancE with the charts belrnti~, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R-value/Cavity Thickness listed. Coverage is based on a naminal 28 Ib, bag. The maximum net coverage must not exceed (het specifier) for each R-valve. Failure-- to install the required minimum weight per sq. ft..of insulation will resLilt in a reduced R-value. This product should not. be mixed with other hfov/n insulations ar the thermal claims will become invalid. Sidewalk, Cathed ral Ceifirtgs and other closed ezvities that are compression filled. Yhlckness h Densiu Minimum Wrigght Sags Per Maximum S . Ft.gincesR-value Lba. Per C Ft.Lbs. Per Sq. Ft,t,nnfl SQ. Ft.R.ig'CaveraRe Per i'!:~" {2x4i 15 I 1.8 I 0,523 I 1 A,9 S:S 6Y~" (2xCt)7.,i I 1,II I 0,821 I 7.9.4 34 T!a''' 12x01 0 1.A 1.OBA ii I 3A5 2f l 9'/," 12x'10)39 l 1.A 1.300 b0.0 70 l1'r^(2x12) ,47 t.d 1,Gttn A.R i7 ia~l," (2x14) ~5ri 7.0 1.908 i 71.4 I la Floored Attics--Cfased Cavities that are not comDr~sion filled. thickness II Dertslty Min{mum Weight Bags Per Maximum Sq. ft. Inches i1-vpluc I LEx. Per Cu. Ft.Lbs, PCr Sg. Ft.1,{IOf) Sq. Ft.Cnvcrafe Per Fag' r 11111 3'h." 12x4}I 12 1 1.0 0.292 I 10,4 9G 3'h" r2 x4)iz 1,7.0.350 ~12.5 Hn 3'h" f2x4)14 I i.4 O,R'Oft - ~14.5 I G9 3'/•" (Zx4}14 I 1.6 I 0.4b7 ~1 F,.7 b0 5'h" f2xG)I 19 1.0 O.ayII `16.4 b1 S'1:" (2rb)l 21 1.2 O,i50 ~19,b il - i'bt" i7.xb1 J.2 1,4 I 0.642 ~7.Z.7 44 f 5'h." ;2xb)22 1.b ---~ 0,733 j 2G.3 i )R 7 J+" ;2x8)I Zti I 7.0 I n.604 I 21.7 hG T/~" (2xA)1 27 1.2 - - ~ 0.725 k 25,7 I 39 7'/~" f7.xtS)l9 1,4 _ ~ 0.8ab 10.3 M i3 7'J." (2xA)30 I 1,6 I 0,9tii ~94,5 29 1 SYr+" (2x101 33 1.0 0.771 27.8 3f. 9'/+"O.x10}s5 1.2 0,921 !3.13 90 I ~'/,"O,xirn sc,e t.o'Q I n.i zr, I i 9'!y" (2x10)33 1 1.6 ~1.233 ,43,5 Z3 R-values are defirrnlned in nccordnncc with ASTM C G87. Complies a~lih +~STAd C 7b4 as Type. 1 insulation. "R" maFln mciaance Fo heat flCtva 7}+o hi~~J1Cr she R-value, 1110 ~rCatt:r the inputalin~ prover. To jlcl the marked R-volvc, ~t is caecntl. I th,t iti~ Inaulnlhrt la tntnlicd ~rnrrrlY &>Ilowln8 nc~ rotomm~nrlntinnF o~ Ccrtain'ICCCI Corpnntian. APPROVED FOR USE IN THE SLOW-tiV-BLANKE7'~SYSTEM Alrnv-ln-Alankrl"' System is a reg istered ;racfemark ofArk•Seal International, Inc., Denver CO 60223 • OPTiMn" is fl tradcm;uk qF CenalnTeed Corpnmtinn CERTAINTEED CORPORATION, P.O. BOK 8Gt), VAI.i-EY FORGE, PA 19482 C,'ndr,:;tn•za-ztn 9999 Catleilie9tl Corporation 5199 w..~ ~ ~ r uue~,~ue~1 lIVSULVi=~1L PHGC ~3/©3 Ge~tair~Teed ~f cs ~te~~e~~P tt.tl~ ~ruUc ~c~,sc ~~ v~.i L. ~o . OPTIMA`"' i~er GEass Ir>;s~t~tion used in the Bl~~-R~-B~~f~~et~' ~ystern The pP7'fMA System has been ins#aited using OPTINtA Irtsulatian to provide a R-value of R ~ ~ using (~ ~ hags of insulation to lover ~~ 46square fe t of area at a thickness of 1 I '~u inches. p ~,{ G X j-G tz ~ o R.GC L t_ ~ ~ (~ lttstailer Contractor (sign) ~ ~~Company Name ~ f~ ~ ~ L V ~ t ~ i' Date / oZ' l ~a " ~ ~' Builder (signl Company' Name Datc 1 THERMAL PERFORMANCE UFTIMAT^^ Loose Fill Insulation is manufactured for closed cavity application installed behind C)f'Ti MA Fabric or equivalent. It should not; be used for open blrn>,~ applicatiol~s. In accordance with the charts belo>ti-. you must install the minimum number of bags per 1,004 sq. ft_ of net oral for each R-valuejcavity thickness listed.Coverage is based an a nominal 28 I6, bag. The maximum net coverage must not Exceed that spc~rified for ear..l, R-value. Failure to instal[ the required minimum weight per sq. ft. of insulation will result in a reduced R-value. This product' should not be mixed with other blown insulations or the thermal claims will become invalid. Sidewalk, Cathedral Ceilings artd other closet{ Cdvi#ies #hat are compression filled, Thickness tnckres R-valnc DensityILbs. Per [u. Ft. ~ Minimum Wei(C~t Lh~. Per Sq. Ft. R2 9 Per1,Ot)~Sq. Ft. ~ Maximum Sq,'Ft. Coverage Pcr Rai" 3'li' (2x4)1.~ I 1.8 O.s7.>18.9 5'S i'1~" (2x6)2:i 1.0 D.825 ( 224 I 34 I 7'14" i2 x81 3n i.[4 I 1.0811 I 30.5 I 2i+ n,/,." {2r.10)u 1.8 I r 0.0 ~1.30A 20 11 ~h," (2x12)47 1.8 l.GAB SA,A i7 13'~e" Ux)a) I r,1.R ~ 1.908 71.4 ~14 Floored Attics---Closed Cavities that are not comz;<ression tilled. thickness Inohr,5 lR-vnSue Dcnpity Lha, Per Clc, pt, ruinimum Weight Lhs. PCr Sq. Fi. BagE Por 1,OOt1 Sq, Fi, lvhximum Sq. Ft. CrnerTge Per Bog' 3'h" (2x41 12 1 1.O 0.292 1 n.a l 9G h" (2X4)i3 ~ 1,2 I 0.3i0 12.5 tiD 3'h" (2x41 14 4 I 0 40A 14.n 3Y:"(2x4)id ~1.6 I D,4ti7 1b.7 I bU 2x6)19 1.0 ! 0.4SA I 16,4 1 it;e" (2xG)21 ~ 1.2 0.550 j 19.6 57 I y'r," {2xb)0.642 ~ 22.722I1,4 4a Sy.,, (2x(11 22 I 1.6 0.733 ~7.6.,3 38 7'/." ;2xs)26 I 1.0 0.604 2'1.7 {aR i'/.:" (2x1))7.7 1.2 0,725 f 25.7 I 39 7'/~" r2XA)7.9 1.4 0.046 I 30.3 ~33 r / ,_xn,30 Il.t 0.967 34.:1 29 n~•" {ZY10,33 i• 1A ~ 0.771 I 27.0 ~36 4y,,~~ {7,x10)35 I 1.2 I 0,925 I 33.3 I 0 I Q'•/,' ;2x10)3G i i a 1.0'9 3A.5 I 26 I 9'/+" (2x1 Di 30 43•:+ {1,2331.6 23 f-vntues am dcrormined In accordance with /15TH C $ti7, c'nmplles w.lth A.TM C 7fi4 es Type 1' Insulation. 'P." meFlns rr;5isr:,nC.@ ro heat flaw, 1"+e higher the R-~~S~e, It S~ c»nnNrl thn! the InculnGpn i+ inamllecl Propc+ly follC,wh,O rhrt recommenrlatinnp ni Gcnain cecl Cor(,nraeion.kec! R_veluchRTnrcogcttheFrnttertheIn,ulati,~y;powCr, APPROVED FOR USE !N THE BLOW-IN-BLANICET"`'SYSTEM Blow-In-f)I,nkr:^ System Is a rcgi-,,tercel trademark of ,~rk•Seat Internallon. I, Inc„ nr:nver CO A0223 • gtrr)Mn' is a trademark of (:erLainTeccl Corpor,enn CERTA(NTEEp CORPORATION, F'.a. SOX SbO, YAU.EY FARCE, PA 19482 CnQC: 3o-2a-21(1 1999 Cerfain9od Corporation $/AA TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 3877 LUPINE DR VAIL Location.....: 3877 LUPINE DR NORTH UNIT Parcel No...: 210111102002 Project No OWNER APPLICANT CONTRACTOR NEDRELOW, JEANNE - KJESBO, ROl/03/2007 PO BOX 3419 VAIL CO 81658 SHAKER LIFE SAFETY DEBORAH L. SHAKER P.E. PO BOX 1073 FRISCO CO 80443 License: 0000001971 THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112-5 Permit #: A07-0002 Status ...:ISSUED Applied ..:01/03/2007 Issued . ..01/09/2007 Expires . .:07/08/2007 01/03/2007 Phone: 970-409-9082 01/03/2007 Phone: 970-949-4638 Desciption: NORTH UNIT-NEW FIRE ALARM SYSTEM FOR THE NEW CONSTRUCTION OF A DUPLEX Valuation: $3,000.00 FEE SUMMARY *********~********~***************************************** Electrical--------->0.00 Total Calculated Fees--344.50 DRB Fee--------->0.00 Additional Fees----------0.00 Investigation---->0.00 Total Permit Fee--------344.50 Will Call--------->0.00 Payments------------------344.50 TOTAL FEES-->344.50 BALANCE DUE--------o. 00 Approvals: Item: 05600 FIRE DEPARTMENT 01/08/2007 DRhoades Action:APPR Approved as noted.See plans for all notes/conditions. CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8070000032 Amount: $344.50 01/09/200701:09 PM Payment Method: Check Init: DDG Notation: Thul Electronics 15851 Permit No: A07-0002 Type: ALARM PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR NORTH UNIT Total Fees: $344.50 This Payment: $344.50 Total ALL Pmts: $344.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 FIRE ALARM PERMIT FEES 112.50 PF 00100003112300 PLAN CHECK FEES 232.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGt~gt ~ ~ S ~ a aProject #: \ ~.J r Building Permit #: ~ - ~~C~~ ' ~ ~.! ~ Alarm Permit #: - ~ 970-479-2135 pnsoectionsl p~pp~r~ TOWN OF VAIL FIRE ALARM PERMITAPPLFCATION- Commercial ~ Residential Fire Alarm shop drawings are r~uli~ed at time of 75 S. Frontage Rd. application submittal and must include information listed on the Vail, Colorado81657Zndpageofthisform. Application wits not be accepted without this information. I \~ \` ~, CONTRACTOR INFORMATION Fire Alarm Contractor. Address: Contractor Signature: T~ aif Reg. No.: ~ ~ ~ a~ ne #~~~: COMPLC ~ t VALUATIONS FOR ALARM PERMIT (~~~'~~llttw ~ a Ind t~ Fire Alarm: $ ~(~ c ~igF~f~sr~ on act a. le ou' _ ' _ .'f ..Assessors Office at 970-328-8640~srt www.eaai/e- „ „ , _ ~~II'~'aarcel # 11_ ~~~ ~2 ~_ ,,, , ,,,,, , , counter, c~ for Parcel # ~~j~j. p~~ p Job Name: ~~~ ~' t'-i vyll~t ~~~r UU/'r~~ Job Address: .~~~~ i U'~ j-~ IVY.. ~Q ., Legal Description Lot: Block: Filing: Subdivision: Owners Name• Address: Phone:Ct,nna -,1 nr~_rt'~~1c~,~, Rch ~ ~~1 ~9 ,lOt~ -1 .._~ Engineer:' ~~ s Address: ~ s Phone: i~~ , Detailed Location of worke., fioor,~unit #, bldg. #) Detailed description of work: Work Class: New (1~ Addition ( } Remodet ( ) Repair ( } Retry-fit ( } Other ( ) T ofBld 9 Y( } Y --- --ype g.: Sin le-famil Two-fame ~~ Multi-fami{y { } Commeraal ( ) Restaurant (-)Other ( }----- No. of Existing Dwelling Units in this building: ~ No, of Accommodation units in this building: ~~ Does a Fire Alarm Exist: Yes Nom) Does a Fire Sprinkler System Exist: Yes ( ) (No/s/)1 r TOWN OF VAIL FIRE DEPARTMEN'IT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 3877 LUPINE DR VAIL Location.....: 3877 LUPINE DR-SOUTH UNIT Parcel No...: 210111102002 Project No OWNER APPLICANT NEDRELOW, JEANNE - KJESBO, ROl/03/2007 PO BOX 3419 VAIL CO 81658 SHAKER LIFE SAFETY DEBORAH L. SHAKER P.E. PO BOX 1073 FRISCO CO 80443 License: 0000001971 Permit #: A07-0003 Status ...:ISSUED Applied ..:01/03/2007 Issued . ..01/09/2007 Expires . .:07/08/2007 01/03/2007 Phone: 970-409-9082 CONTRACTOR THUL ELECTRONIC SYSTEMS 01/03/2007 Phone: 970-949-4638 P O BOX 534 AVON CO 81620 License: 112-5 Desciption: SOUTH UNIT-NEW FIRE ALARM SYSTEM FOR THE NEW CONSTRUCTION OF A DUPLEX Valuation: $3,000.00 FEE SUMMARY **~*~*************************************~**~**s*********** Electrical--------->O.OO Total Calculated Fees-->344.50 DRB Fee--------->0.00 Additional Fees---------->0. o0 Investigation---->0.00 Total Permit Fee-------->344.50 Will Call--------->0.00 Payments------------------>344.50 TOTAL FEES-->344.50 BALANCE DUE-------->o. 00 Approvals: Item: 05600 FIRE DEPARTMENT 01/08/2007 DRhoades Action:APPR Approved as noted.See plans for notes/conditions. CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 5:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8070000031 Amount: $344.50 01/09/200701:08 PM Payment Method: Check Init: DDG Notation: Thul Electronics 15851 Permit No: A07-0003 Type: ALARM PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR-SOUTH UNIT Total Fees: $344.50 This Payment: $344.50 Total ALL Pmts: $344.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 FIRE ALARM PERMIT FEES 112.50 PF 00100003112300 PLAN CHECK FEES 232.00 APPLtCAT10N11. NOT BE ACCEPTED IF IhICOMPLETE OitUNSIGNt~~ Y~~ • ~ ~~ --Project #: _ a~ Building Permit #. - ~i ~ ~1"~.~~~ V ~ Q ~ Alarm Permit #: •~~ 970-479-21351/ns-~ectib sl TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial 8~ Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information iistard o~ the Vail, Colorado 81657 2nd page of this form. Application wilt nat be accepted without this information. _ d ~ Z Z2,SOS 3GG -063 CONTRACTOR INFORMAT{ON Fire Alarm Contractor: Town of Vail Reg. No.: ntact and Phone #'s: E-Mail Address: Contractor Signature Contact lob Narne: '' f egaf ~escriYtion Owners- Kamer ~~ E=ngineer: r- raailec? Locatinn of 11~- S Kc~.r,r~- y ~ ~i ~ ~ln r~ _ ~ ~ D~h~li~~`~K !V t \ ,-~• - ~ COMPLETE VALUATIONS FOR ALARM P RMIT ~f0lafe `- Fire Alarm: $ ~~oO •~ ~~ ~~b~~•-[Q,~~r'~~PSw'`~,~v OS. ~Qo7 Assessors Office at 970-328-8640 or visit www.eagle-counfy.com for Parcel # Job Address: ~~ ~ -~ L 1 ~ . ~~ ; ~~ r ! Lot: Block: Fiting_ _ - ~ Subdivision: ~! n, h A IVQ~ ~1-•~x~ Address'~~ 5--~~~~_~ ~~ ~ ~ p0.j Phone~~ ' V__ _ _Address: ~ rt, ~ ..._ - ti•, ~ ;> _ Phone: ,r ~n .. ~..~ .-.. t! i.e., floor, unit #, bldg. #) Detailed description of work: ~ ,}~ "'~ !~ w,._._. y l~~t>5~rsc Gass: NPV~ } Addition ( } RemodeE { } Repair i } FCetro-ftt ( } Other ( } 4 pe of Blrfg.; 5inglA fam~fy ( } Two-tamily~,~ .Mufti-family ( } Commerelal ( } 6~estauranf { }Other ( ~! tls~, of Fisting ywelfing Urnts in this building: ~ ---~ tV~. rf accocnmodat'son ,:nit, in i'nis building: f \ ~~ es e Fvr~,~ Alarm i E tither : _. ~ . ~ _ ~ _ _ ~. _ ~ Dale fist Public' 1Nay Perrnlii Fee __ _- _. _ _ ~~ ~gcct}~te~ Occupancy +Grcrup~ -- --- _....._ ~ . _ __ '_ ; - - -- - tciai~~,a!ev\~tyi::MS1PERMl13",ALRMFERht'..QO~: Yes ( } No (~.,,}~u ~ Uoes :~ !^ire Sprinkler S.~siem Eat~x•7:~~~~.*>~*~~~~**~:,.~**~*~~~~~*~~*~#*~•:~k:~•~FOR t?FFtCE IISE ONLY•~***:~~*•~*~,~*~x**•~~**~*x**h :•:,: ~~: ~~ x , -~ I r. Yes ( a TOWN OF VAIL ~ DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ASBESTOS Job Address: 3877 LUPINE DR VAIL Location.......: 3877 LUPINE DR Parcel No....: 210111102002 Project No .: ?? OWNER NEDRELOW, JEANNE PO BOX 3419 VAIL CO 81658 APPLICANT MDR CORPORATION 10650 IRMA DRIVE, NORTHGLEN CO 80233 License: 479-5 CONTRACTOR MDR CORPORATION 10650 IRMA DRIVE, NORTHGLEN CO 80233 License: 479-5 KJESBO, 808/12/2005 08/12/2005 UNIT #15 08/12/2005 UNIT #15 Permit #: ASBOS-0019 Status ...:ISSUED Applied ..:08/12/2005 Issued ...:09/06/2005 Expires ...:03/05/2006 Phone: 303-457-0502 Phone: 303-457-0502 Desciption: REMOVAL OF POPCORN CEILING MATERIAL IN THE MAIN AND LOWER LEVELS Occupancy: Type Construction: Type Occupancy: ?? Valuation: $14,532.00 Add Sq Ft: 0 Fireplace Information: Restricted: k of Gas Appliances: 0 /f of Gas Logs: 0 1i of Wood Pellet: 0 FEE SUMMARY ************************************************************ Building------> $58.00 Total Calculated Fees--> $116.00 Plan Check---> $58.00 Additional Fees----------> $55.00 Investigation-> $0.00 Total Permit Fee---------> $171.00 Payments------------------- > $ 17 1. 0 0 TOTAL FEES-------------> $116.00 BALANCE DUE---------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 08/31/2005 mvaughan Action: AP See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws,'~id to build this structure according to the tons zoning and subdivision codes, design review approved, International Building and Residentail Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE FORTY-EIGHT HOURS IN ADVANCE B ELEP NENE A~~2135 OR 970-479-2252 SI NATURE OF OWNER Ok CONTRACTOR FOR HIMSELF AND OWNEF PAGE 2 x*~*~***************************~***********~*****~*****~x*****~******:~***~* CONDITIONS OF APPROVAL Permit #: ASBOS-0019 as of 09-06-2005 Status: ISSUED Permit Type: ASBESTOS Applicant: MDR CORPORATION 303-457-0502 Job Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Parcel No: 210111102002 Description: REMOVAL OF POPCORN CEILING MATERIAL IN THE MAIN AND LOWER LEVELS Conditions: Cond: 38 BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479-2250. Cond: 1 FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: 08/ 12/2005 Issued: 09/06/2005 To Expire: 03/05/2006 TOWN OF VAIL, COLORADO Statement Statement Number: 8050001452 Amount: $171.00 09/06/200510:08 AM Payment Method: Check Init: DDG Notation: MDR Corporation 19382 Permit No: ASB05-0019 Type: ASBESTOS Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $171.00 This Payment: $171.00 Total ALL Pmts: $171.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 58.00 CL 00100003123000 CONTRACTOR LICENSES 55.00 PF 00100003112300 PLAN CHECK FEES 58.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIoT'_ O'Z,ZZ,,Project #: J Building Permit #: Asbestos Permit #: $Q,,,S"L~/ I TOWN OF VAIL ASBESTOS ABATEMENT PERMIT APPLICATION 75 V~ cabling of the air contact phone IEe plan-~ffi details addressing: waste container storage location. waste load out area location. entry and exiting details of abatement area. details of entry and exiting plans for the occupants of the structure in unaffected areas. CONTRACTOR INFORM/~TION On Site Abatement Contra f ~ ~ -f ctor: Town of Vail Reg. No.: Contact and Phone #'s: !Yl ~,, ~ ; h II ~~R Covma('a~ic~~~ ~~ L17~]_5 1303-457-OSoa S'helba~-~~ E-Mail Address: Inot2m r~i2VrN Q wo~ldr,c~t, alf, net Contractor Signature: ~t~!~~~-F- COMPLETE VALUATI N FOR ASBE~TOS ABATEIV'~NT PERMIT (Labor & Materials) Asbestos Abatement: $ /~(. 53.z~~~ Con ac Eaq/e County Assessors Office at 970-328-8690 or visit www. eagle-count ... com for Parcel # I O I I 1 l O~ OF~;~ .--- _ .._ .. Job Name: Job Address:c~~and JVe ar~elow 3977 lupine ~r~vc I ~I Legal Description Lot: ~' Block: r I Filing: Subdivision: Q iy ti o fn / s' .qdd ~ ~~"o •,I--~ -- -..--- - - Owners Name: R ^- ~~ Address: P U, d cx 3 y (o(' , tJa ~ I ~~ Phone: C~ 70 - S y$- I00(piuvtd I~edre Iuw Project Designer: ~ ~ ~ Address: ~ ~ Phone: Air Monitorin Specialist: Address: Phone:1,Al~tc ~~~~ sa,~5 r,Je~~er~ Apt 13c~.,lder ~. _~.3f}.3' y/,~-C3c/-s-2 1Detailed ~ escription of work: Is•P ~ End Date: --. __. ~ _ ..Start Tme: g, oo Q v~-,--,Ow~Quit.,___.._:-::_---~Start Date: yj~ ~ps~~~~c//9~o5 ~~ ~~ Time: y `30 ~ „~ JAmountofAsbestos: Linear Feet: - Square Feet: I.~' /1 55/Gal Drums: Work Class: New () Addition ( ) Remodel ( ) Repair ( ) Demo Qd Other ( ) Interior ~.:-• .----.__..__ ......_.__.. _.. _.. _ ... _. ..... _. __.. ..........--~!yp aQ Exterior ( ) Both ( ) s- .. .._T ae of Bldq.: SIn a-famil ) Two-famil Multi-famlllr l ) Commercial ( es r Other Does a Fire Alarm Exist: Yes ( ) No ~ ~~ Does a Fire Sprink~er ~ystem Exist: Yes (~ No ~) , FOR OFFICE USE ONLY******:*****************«*****rt****** t~~tAl~~~~v ~ AU ~= 07/24/200211VallldatalcdevlFORMSIPERMITSIASBEPERM.DOC l1./~ ~ TOWN OF VAIL IIEPARTMENT OF COMMUNITY DEVE~PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address:3877 LUPINE DR VAIL Location.....:3877 LUPINE DR Parcel No...:210111102002 Project No Z'SGS _ ~ ~ ~ 2 OWNER APPLICANT CONTRACTOR NEDRELOW, JEANNE - KJESBO, 806/19/2006 PO BOX 3419 VAIL CO 81658 DOUBLE Q ELECTRIC P.O. BOX 242 EDWARDS CO 81632 License: 190-E DOUBLE Q ELECTRIC P.O. BOX 242 EDWARDS CO 81632 License: 190-E Permit #: E06-0103 o~ -0031 Status .... -~rPI' Z~ `V'Y:i~ Applied ..: 06/19/2006 Issued . . . Expires . .. 06/19/2006 Phone: 970-748-9780 06/19/2006 Phone: 970-748-9780 Desciption: TEMPORARY POWER FOR NEW CONSTRUCTION OF A DUPLEX Valuation: $0.00 Square feet: 1000 m*****~~**~*~*s********~*~******~***********~***** FEE SUMMARY ******~***********~**************~~************************* Electrical--------->51.75 Total Calculated Fees-->54.75 DRB Fee--------->0.00 Additional Fees---------->0.00 Investigation---->0.00 Total Petmit Fee-------->54.75 Will Call--------->3.00 Payments------------------>54.75 TOTAL FEES-->54.75 BALANCE DUE-------->0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/20/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHO AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNA RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL ~PARTMENT OF COMMUNITY DEVPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #:E06-0103 Job Address: 3877 LUPINE DR VAIL Status ..ISSUED Location.....: 3877 LUPINE DR Applied .06/19/2006 Parcel No...: 210111102002 Issued .07/06/2006 Project No Expires .01/02/2007 OWNER NEDRELOW, JEANNE - KJESBO,806/19/2006 PO BOX 3419 VAIL CO 81658 APPLICANT DOUBLE Q ELECTRIC 06/19/2006 Phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190-E CONTRACTOR DOUBLE Q ELECTRIC 06/19/2006 Phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190-E Desciption: TEMPORARY POWER FOR NEW CONSTRUCTION OF A DUPLEX Valuation: $0.00 Square feet: 1000 x*******~***~*****************~******** FEE SUMMARY ***********************************************************~ Electrical--------->51.75 Total Calculated Fees-->54.75 DRB Fee--------->0.00 Additional Fees---------->0.00 Investigation---->0.00 Total Permit Fee-------->54.75 Will Call--------->3 .00 Payments------------------>54.75 TOTAL FEES-->54.75 BALANCE DUE-------->0.00 x***********************~****** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/20/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF ArrxOVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF x************************~x******************* TOWN OF VAIL, COLORADO Statement Statement Number: 8060000860 Amount: $54.75 06/26/200610:02 AM Payment Method: Check Init: DDG Notation: Double Q 13998 Permit No: E06-0103 Type: ELECTRICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATIONLL NOT BE ACCEPTED IF INCOMP R UNSI6 ~ • ~~~ Pro ett #: Building Perm #: ~ •'. do 3 a ® ~ Electrical Permit #: _~~~C~b . d Ivrj q~t~~~TM + ~'~ ~~ t 970.479-2149 (Inspectlons) tV11t1 -~fltl+ s 7S S. Fronb a Rd. ~~ ~ ~ . Vsil, Go 81657 ~ki!Mj9^'' TOWN OF V,AIL ~LE~„~~CAL PERMIT APPTION CONTRACTOR INFORMATION Town ~of Vail Reg. No.: g /'4C) Contact Person and Phone #'s: uc~ __ !d' ST. 0x#:7~._._9 COMPLc r c 5Q. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Matisrials) AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: ~geed ~ CountvAv~s OA~3c~e at 970-328-8640 or visit www. Job Name: ~~~ ~~ . Offal De~iptlon Lod Block: ~ Filing: e, Address: ~ ~ _ Engineer: ~~ Address: • Detailed d,~.., iptkm of work: lob Addr .._._... 7.7 1~/i~+rp Subdivision: y /~ ~ ` Phone: >3 y S Phone: v~-~i,- Work Mass: New () Addition ( ) Remodel (. ) Repatr ( ) Temp Power Other ( ) Work Type: Interior ( ) Extierbr ( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) type of Bldg.: Singlefemtly ( ) ~.DuPlrx ¢¢. Multl-family ( ) Commercial ( ) Restaurant ( )other ( ) g Dwelling Units In this building: ? ~ No. of Aooommodation Units in this building: 'Z._No. of Fxlsdn. .~ ~~ . Is this R for a hot tub: Yes ( No _ _ Does a Fire Sprinkler System F~dst: Yes ( ~) No ( )Does a Fire Alarm iSdst. Yes ) No ( ) ~ . -- - _-. . _ .__.... .. . itw*** **~-w+,r~rtw~•wR,~~rr-,rwi ~•***FOR OFFICE USE ONLYt+~'~***,r#~~'~~"~~"~**~*:~,t*,r,rw~-,r,r+r~ftii~ JUN 19 2006 TOWN OF .~ r F: IdirWVNe~sl.permi~].1-?3-20o5,doC t~0 3Jtld OI~1103~3 t7 3~Sf10Q Page i of 2 11l~/~ 08L6-8bL-0L6 EZ~OT 900Z/6t190 TOWN OF VAIL ~PARTMENT OF COMMUNITY DEV~PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #:E06-0104 4 ~ba 3 Job Address: 3877 LUPINE DR VAIL Status ..ISSUED Location.....: 3877 LUPINE DR-EAST SIDE Applied .06/19/2006 Parcel No...: 210111102002 Issued .06/26/2006 Project No --~~~~j5 - 6 2 ~ Z Expires .12/23/2006 OWNER NEDRELOW, JEANNE - KJESBO, 806/19/2006 PO BOX 3419 VAIL CO 81658 APPLICANT DOUBLE Q ELECTRIC 06/19/2006 Phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190-E CONTRACTOR DOUBLE Q ELECTRIC 06/19/2006 Phone: 970-74 8-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190-E Desciption: NEW SERVICE FOR THE EAST SIDE; NEW CONSTRUCTION OF A DUPLEX Valuation: $0.00 Square feet: 5000 FEE SUMMARY ************************************************************ Electrical--------->224.25 Total Calculated Fees-->227.25 DRB Fee--------->0.00 Additional Fees---------->0.00 Investigation---->0.00 Total Permit Fee-------->227.25 Will Call--------->3.00 Payments------------------>227.25 TOTAL FEES-->227.25 BALANCE DUE-------->0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/20/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF ArrxOVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 5:00 AM - 4 PM. SI ATURE OF TNER OR CONTRAC'$03~ FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8060000861 Amount: $227.25 06/26/200610:03 AM Payment Method: Check Init: DDG Notation: Double Q 13998 Permit No: E06-0104 Type: ELECTRICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR-EAST SIDE Total Fees: $227.25 This Payment: $227.25 Total ALL Pmts: $227.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts EP 00100003111100 ELECTRICAL PERMIT FEES 224.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 06/19!2006 10:23 970-748-9780 DOUBLE Q ELECTRIC _ PAGE 03 APPLICATION WILL NOT 0E A~..,I:PTED IF INCOMPLETE OR UNSI~~ . ~ asPI'O~Ct # • 6uildln0 Permit #:O Electrical Perini! #: „ de_6 00 1 p~~ • 970-479-2149 (Insp9ctlOn9) 7S S. Fr+nnutafggWe Ad ~~ ~O 6 ! ~ Vail, Colorado 81657 C.,,.~,~ 3.r COIrTRA~. ~ uR INFORMATION COMPL,r: r c SQ. FOOTAGE FOR AREA OF STRUCTURE: ~AMOUNT OF SQ FT EIV ..., _. _. _..., Vall Reg. No.: Corriact Person and Phone # s: eu Yi8 s f 3 AND VALUATION OF WORK (Labor ~ Mlafierials) ELECTRICAL VALUATION: ~ a~ 28-8640 Or vet www.eao%-c~untvc~om Iarraiaar,:Cbn~' Ee~~I1tY A~Ors O1lfC1e at 97n-3 .._ ..---...... _...----.__ _-. l~aroel # ~ . Job Name: ~ ~. `~~ ~ Job Address: 323 ~ ~-v ~ ~ . I.igai Descriptlon Lots 6todc: Filing: ~ 5ubdhrb~fac Add ;~~O~c3 ~i / q 1/~ / Phone: y !S' /Odd Engl . ,.. Address: Phone: work: .... _ .. .Debiledld:..Q~pdon o~w A ~/~ - N a.~u.~ -~^`~' ` ai N,~ u~ P'ea ~c w esT s ~ ~.a.. Work Class: New Addition ( ) Remodel (, ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Inberlor ( ) Exterior ( ) Both ~~ r 1~ an EHU exist at this 1.,..~.tton: Yes ( ) No ( ) Gommerdal ,._..._...._._..- --~---._.__.._. _ ....Type of f31dg.: Single-fame.( .) . Duplex Mull-family ( ). _ ~ ( ) itestSUra~t ( ) Oder ( ) - No. of Existing fJurelilng Units In this buikling: ~ ~ No. of A~~~~...modation Units in this building: Is this perrnit for a hrlt tiib: Yes b4 No ( ~ _..,_ ,,, _ _ _ ,_......... No ( ) y ~ Does a ire Sprinkler System f3cist: Yes ( ) DOeS a,~w.Alaraa..6dst~ ~ ~--~'' ~ ( ) r ~ *+r Z LYt*~r~r~:..~•t•t;~,ti„r*+r***:*.~.w,r.w,r*,-~-.Ott++~ •~+~r~++~t+~~~~++ FOR OFFICE USE ON TOVIIN ~F AWN OF M,~~, ELEa. ~ KICAL P~~1' APPLICAT;,Q,~ R w ~ I~~ I.MI.C TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVE~PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E06-0105 o~ -ad ~ ~ Job Address: 3877 LUPINE DR VAIL Status ...: ISSUED Location.....: 3877 LUPINE DR-EAST SIDE Applied ..: 06/19/2006 Parcel No...: 210111102002 Issued . .. 06/26/2006 Project No ~~~`3b S - 6 2 2 ~ Expires . .: 12/23/2006 OWNER NEDRELOW, JEANNE - KJESBO, 806/19/2006 PO BOX 3419 VAIL CO 81658 APPLICANT DOUBLE Q ELECTRIC 06/19/2006 Phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190-E CONTRACTOR DOUBLE Q ELECTRIC 06/19/2006 Phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190-E Desciption: NEW SERVICE FOR THE WEST SIDE; NEW CONSTRUCTION OF A DUPLEX Valuation: $0.00 Square feet: 5000 s****~~*********~*************~***a~**~*~****~********m***~*~* FEE SUMMARY ******************m******************a***~****************** Electrical--------->224 .25 Total Calculated Fees-->227.25 DRB Fee--------- >0.00 Additional Fees---------- >0. 0 0 Investigation---->0.00 Total Permit Fee-------->227 .25 Will Call--------->3 .0o Payments------------------>227.25 TOTAL FEES-->227.25 BALANCE DUE-------->0.00 x*~*~*~*****r*****~**:e**********s*******~************s*** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/20/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE, DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to complywithallTownordinancesandstatelaws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 O TOUR OFFICE FROM 8:00 AM - 4PM. SIGNAT E OF OWNER 6R CON C~ FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8060000862 Amount: $227.25 06/26/200610:04 AM Payment Method: Check Init: DDG Notation: Double Q Permit No: E06-0105 Type: ELECTRICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR-EAST SIDE Total Fees: $227.25 This Payment: $227.25 Total ALL Pmts: $227.25 Balance: $0.00 t~**~*******************************************a~***~x**~*********************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts EP 00100003111100 ELECTRICAL PERMIT FEES 224.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 06/1912006 10:23 970-748-9780 DOUBLE Q ELECTRIC PAGE 02, APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN ~ s _ Q ~Z O Project #e , O ~ ~ ~ ~ ~ Building Perrnk #; QQ~ Electrigl Permit #: 44 - c~ f Qom` 9~0-~~4-zx~s (=napece~vas~ 7S S. Frontage Rd. vale, Colorado stss~ TOWN OF VAIL EL~t, ~ rtl~L PERMIT APPLICA'r~ CONTRACTOR INFORMATION vaca~r: Town of Vail Reg. No.: Contact Person and Phone # s: e~~,- ~ U ger~aQ y~ s ~ 3 ~ E-Mail Address: ~~~' e ~ /'~, CS 1 Co A~ Fa~c#: 7 ~ 4' 7Xd trontracbor Stg re: .._- . . COMPLc ~ c SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor 81 Miteriala) AMOUNT OF SQ Ff IN STRUCTURE: ~?Q~~ ~ ELt:CTRICAL VALUATION: ~ „~ Cbritad' EaplOe~~tyAsa+essors 0lsrkae at 970-3Z8-8640 or vRSit www, eaule-coun~Y. com Ib~r Peiae~/ ~ I Parcel # ob Name: w~ ~ ~' Block: ~ Flllny:_ 4 addt~ess: ob Address: 3t3 ?7~ Subdivision: L~ P Legal Desaiptlon ~ Lol: rid<~ L , r'M7C T C~ l Phone: . Detailed ~ptbn ~ work• ... _ . .. . ~ . N~ F~~ l D~ NC l~~ P~ X w QST S i 0~ Work Bass: New Addition ( ) Remodel (. ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ( ) E.Et. tar ( ) Both ~' I Goes an EHU exist at this location: Yes ( ) No ( ) Type of efdg.: Singk~-~famlly ( ) Dupl Multl-family ( ) Commerdal ( ) Restaurarrt ( )Other ( ) No. of Existlng Dwelling Units In this building: 7 ~ No. of Accommodation Units in this building: "~, for a Plot tub: Yes bQ No ! ) No~( ) ~ Does a Flre 5prtnkler System Eacist: Yes ( ) No (~ ) U ~~~~ ~~~~~~ ~~~~ pp pp~~~~W,Vti~~Q~l~ ~:w:***FOR OFFICE USE ONLY**~'*'~~+a~*•w••+.~~++r,e+r**,-,r*+-**,R**~ ° , 2 -'~ r C.1-dr AE/'11'1NlNfll7l~/l7T1 p. d1~~~1_y_~ _....... .. n+......--..- TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F06-0076 Job Address: 3877 LUPINE DR VAIL Status ...: ISSUED Location.....: 3877 LUPINE DR 'A' SIDE Applied ..: 12/08/2006 Parcel No...: 210111102002 Issued . .. 01/15/2007 Project No Expires . .: OWNER NEDRELOW, JEANNE - KJESBO, 812/08/2006 PO BOX 3419 VAIL CO 81658 APPLICANT EXTREME FIRE PROTECTION COMP12/08/2006 12503 E. EUCLID DRIVE #65 CENTENNIAL COLORADO 80111 License: 748-S CONTRACTOR EXTREME FIRE PROTECTION COMP12/08/2006 12503 E. EUCLID DRIVE #65 CENTENNIAL COLORADO 80111 License: 748-5 Phone: (303) 389-9910 Phone: (303) 389-9910 Desciption: NEW NFPA-13 SPRINKLER SYSTEM FOR NEW DUPLEX 'A' SIDE Valuation: $16,400.00 FEE SUMMARY ************************************************************ Mechanical---> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $1, 047.00 Plan Check---> $350.00 DRB Fee---------------------> $0. oo Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES--------------> $1, 047.00 Total Permit Fee----------> $1, 047.00 Will Call-----> $0.00 Payments-------------------> $1, 047.00 BALANCE DUE---------> $0.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 01/09/2007 JJR Action: AP Approved as noted: 1. FDC shall installed in location approved by VFES. 2. Risers shall remain in presently approved location. CONDITION OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. x+~~**************** TOWN OF VAIL, COLORADOCopy Reprinted on 01-15-2007 at 13:20:24 O1/15I2007 Statement Statement Number: 8070000029 Amount: $1,047.00 01/09/200710:48 AM Payment Method: Check Init: DDG Notation: Extreme Fire Protection 1108 Permit No: F06-0076 Type: SPRINKLER PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR 'A' SIDE Total Fees: $1,047.00 This Payment: $1,047.00 Total ALL Pmts: $1,047.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 SPRINKLER PERMIT FEES 697.00 PF 00100003112300 PLAN CHECK FEES 350.00 Building Permit #: ~~ C~~-- (Jiv rI~`- 2~-~---Sp~kter Permit #: ~t~• f~~970-479-2135 (Inspections)' TOWN4Fi~A.tl, TOWN 0~ VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. - must include the following. Permit application will not be acre ted ~°~- Vail, Colorado 81657 withou# this information: Qs~ A Colorado Registered Engineerrs stamp or N.I.C.E.T. Lev I (min ~ stamp. Equipment cut sheets of materials. Hydraulic calculations. A State of Colorado Pfan Registration form. Plus must be submitted a Registered Fire Protection Contractor, Contact Eagle County Assessors Otl9'ce at 970-328-8640 or visit www.eaa/e-county com for Parcel ,~ Parcel # (Required if no bldg. Permit # is provided above) Job Name: L.G~f ~1~4~ ~ ~ t~€ ~G~ P~~X Job Address: -' g ~7 ~' u/af'~~ D~ 1 ~'~ Legal Description ~ Lot: (p N Biodc: ~ Filing: ~ Subdivision: ~f~ (-~Ut~ZhI c~Owners Name: ~{~ ~tTa !.'o-~+' ag~,+c%1'ia~ Address;/A ~ ~ , ~ ~ iq ~ ~Phone:.:c~ ~©- ~~/S - % D O ~ E ineer~ _ _--.-- J__ Address:~~ ?.SO~ -__~,; -- ~-3 u.G~ ~Di~. Phone:ng Cam? ~~ G~c' w -S ~ ,-rte cvs C~w,t~,yll,.4L.. to siDrtr 3°3 - 3 4'q ~ 991 C Detailed Location of work: (i.e., floor, unit #, bldg. #) ~ . Detailed description of work: ~ __ _.~----- - N t w N i;=P~ - t 3 ~ ~" ~~ N ~t~ sys r~~ t ~- ~ ~7ct PG-~}C Work Class: New ~ Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) Type of Bidg.: Single-family ( ) Two-family (~ Multl-family ( ) Commercial ( -) Restaurant ( )Other ( } g. ...__ _ _ A -... --ng ._.'~y' ...- . --~ ~_--. - ~.._ of A..-."_-madation_Units in this buiidm _^.!"~..--No. of Existi Dwelli Units in this buildin No ~ , r---~~--Does aFire Alarm Exist. Yes (~ No ( ) ~ Does a Fre Spnnkler System Exist. Yes ( No ( ) s._._ n-...... _ .. _. ... --•------- ---- ... COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fre Sprinkler: ~ 3Z ~ ~0 .~°' - I ~ ~nNTRACTOR IN~ORMA'i~,j,OP~ ___...---- _ . ire S rinki r~ .. _ r. Town of Vail Reg. No.: Contact and Phone #'s: - 1' ~ P~7-re-Tlod~ -~. ~ ~ L, - ~ ~ ~ME2a~J Ixw ~ s - 3v3-3'~~i - 9q ( o ontractor igR~tur ~~ - - ~~ -~ `~ ~..._ - --L. f~~*~~~~~~f~~*~~~~~~~FOR OFFICE IiSE ONLY~~f~**,~f=:~~~~#f~~~f~t~~##~,~~~~x~~t~f* Ottier Fees: ~ ~ ... !Date Received: ` b ~ Wa Pte;, ~ fee: ' ll;..~.~w~t1 Bv:Pubife M it ... Occupancy G;oup.- ._ ~ - . } ~ Q ~ `~ e,1; r a ~,t ' ° . DEC 0 v '' i TOWN OF VAIL FIRE DEPARTMENT'" VAIL FIRE DEPARTMENT" 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit F07-0001 Job Address: 3877 LUPINE DR VAIL Status ..ISSUED Location.....: 3877 LUPINE DR 'B' SIDE Applied .01/02/2007 Parcel No...: 2101 1 1 102002 Issued .01/15/2007 Project No Expires . OWNER NEDRELOW, JEANNE - KJESBO, ROl/02/2007 PO BOX 3419 VAIL CO 81658 APPLICANT EXTREME FIRE PROTECTION COMPOI/02/2007 Phone:303)389-9910 12503 E. EUCLID DRIVE #65 CENTENNIAL COLORADO 80111 License: 748-5 CONTRACTOR EXTREME FIRE PROTECTION COMPOI/02/2007 Phone:303)389-9910 12503 E. EUCLID DRIVE #65 CENTENNIAL COLORADO 80111 License: 748-5 Desciption: SPRINKLER SYSTEM FOR NEW CONSTRUCTION OF A DUPLEX 'B' SIDE Valuation: $16,400.00 x*********************x**************************************~***** FEE SUMMARY ******************~***************************************** Mechanical---> $0. oo Restuarant Plan Review--> $0.00 Total Calculated Fees---> $1, 04.00 Plan Check---> $350.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $ 0. 0 0 TOTAL FEES--------------> $1, 04 ~ . 0 0 Total Permit Fee----------> $1, 04 ~ . 0 0 Will Call-----> $ o . 0 0 Payments-------------------> $1, 04 7 . 00 BALANCE DUE---------> $0.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 01/09/2007 JJR Action: AP Approved as noted: 1. FDC shall be installed in location approved by VFES. 2. Risers shall remain in presently approved locations. CONDITION OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. c~ TOWN OF VAIL, COLORADOCopy Reprinted on 01-15-2007 at 13:19:40 01/15/2007 Statement Statement Number: 8070000028 Amount: $1,047.00 01/09/200710:47 AM Payment Method: Check Init: DDG Notation: Extreme Fire Protection 1108 Permit No: F07-0001 Type: SPRINKLER PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR 'B' SIDE Total Fees: $1,047.00 This Payment: $1,047.00 Total ALL Pmts: $1,047.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 SPRINKLER PERMIT FEES ~ 697.00 PF 00100003112300 PLAN CHECK FEES 350.00 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVPLOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #:M06-0372 C563 Job Address:3877 LUPINE DR VAIL Status ...:ISSUED Location.....:3877 LUPINE DR Applied ..:12/05/2006 Parcel No...:210111102002 Issued . ..12/11/2006 Legal Description:b~ ~ ~Expires . .:06/09/2007 Project No OWNER NEDRELOW, JEANNE - KJESBO, PO BOX 3419 VAIL CO 81658 APPLICANT WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M 812/05/2006 IN12/05/2006 Phone: 668-3760 IN12/05/2006 Phone: 668-3760 Desciption: INSTAL A WOOD BURNING FIREPLACE WITH GAS LOG SET IN ANEW DUPLEX Valuation: $16, 840.49 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 r~*******************~***************~********~****************~* FEE SUMMARY ******************************~**************~************** Mechanical---> $340.00 Restuarant Plan Review-->0.0o Total Calculated Fees---483.00 Plan Check---> $85.00 TOTAL FEES-------------->483 .00 Additional Fees-----------0.00 Investigation-> $0.00 Total Permit Fee----------483.00 Will Call-----> $3.00 Payments-------------------483 .00 BALANCE DUE---------0.00 rt*********************a****** Item: 05100 BUILDING DEPARTMENT 12/05/2006 CG Action: AP 01/19/2007 JRM Action: AP APPROVED ADDITIONAL FIREPLACE FOR UNIT A CONDITION OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 BLDG.): GAS APPLIANCES SHALL BE VEN'T'ED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 r ,1 SIGNAT, E OF OWNER ~R CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8070000074 Amount: $255.00 01/24/200701:59 PM Payment Method: Check Init: DDG Notation: Western Fireplace 1488 Permit No: M06-0372 Type: MECHANICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $483.00 This Payment: $255.00 Total ALL Pmts: $483.00 Balance: $0.00 x*****t******************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 160.00 PF 00100003112300 PLAN CHECK FEES 95.00 JAN. 15.2007 4~22PM cS~ N0.666 P.2/2 ~,; t~' "' r ~ ~ ~ I~2 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Buildin Permit #:~L ~~^~~mm" 1~.~"~ cT REVISION TO TOWN OF VAIL PERMIT '', Separate permits are required for electrical, plumbing, mechanical, etc,! 75 S. Frontage Rd. Vail, Golorado 81657 All Revision submittals must include the Field Set of approved plans. No further insaections ~! will be preformed until the revisions are approved. *'~* " CONTRACTOR INFORMATION __ Gen ral Contractor: -~ Town of Vail Reg. No.: Cont ct and Phone #'s: ATTENTION: .1(dE, JR, C)ETA12LIl/, GRPG~, CYil~YS t~ Contractor Si `na~ure: N I/~~/~//~}~ C~~~ ~ COMPLETE REVISIONS EVALUATIONS FOR BUILpING_PERMIT (Labor S~ Materials) REVISED AMOUNT: $ _ ~I ELECTRICAL: $ ~ a OTHER: $ PLUMBING: $ 't6~~' ANICAL: ji ~~~ S -~C., REVISED TOTAL: $ n.~ 1 For Parcel # Contact Ea.q/e County Assessors Office at 970328-8640 or visit www.ea,gle;count~ com I .. Job Name: n ~ Job Addres 1 l Qom, C~11 .~ ~~~(~ . t !(1:;x,1... Legal Description Lot: t Q II Block: ~ Filing: ~ .. Subdivision: Owners Name: ~ ~r~n ~~ d f~ ~ Ad r:~~ ~1.~ (j~p I Phone; ArchitectlDesigner: , i~ I Address: Phone: Engineer: ~ ~ II Address: ~~ ~ ~ ~i Phone: REASON FOR REVISIONS: ~ _ ~,~~ ~ v Work Class: New () Addltlon ( ) ~emodel ( Repair ( ) Demo ( ) Otlier ( ) Work Type: Interior ( ) Exterior ( ) sotli ( ) ~ Does an EHU exist at this location; ~. Yes ( ) No ( } Type of Bldg.: Singio-family Two-family (/S Multi-family No. of Existing Dwelling Units in this bullding: Commercial ( ) Restaurant ( )Other ( ) No. of Accommodation Units in tttfs bullding: No/Type of Fireplaces_Existin4: Gas Appliances ( 1 Gas Logs ( 1 Wood/Pellet ( )Wood Rumin~ ( 1 No/Type of Fireplaces Proposed: Gas Appliances (~ Gas Logs S_) Wood/Pellet (~~,Wood Burning (NOT ALLOWED) s. ~e.._ Does a Fire Alarm f=xist: Yes ( j No ( ) -~~Does a Fire Sprinkler System Exist: Yes ( ) No ( ) z-__...- w.~_...,..~_.,.,.,,~. ,.,,,.. _.,.......... ~ __...~..,.~ ......................._.~FOR OFFICE USE ONLY~'"~°:.~~-_~_.._..~.. . , ~. l"10this~~Fe'es'~~,,;~,,,''i?Si'~~;~„~: °'~~+~a)r`~y;,.~.~1 I,..Occltpand~,~Grbup:~` ~~:~.,r{,~,~,~:' ;I I.~Y,I~ccia'o'teti'Bv~~~~,,~.~,~~~~,,,,,m~i,~ ~, .a, ,~~~. f~~v~e'a~~~~a"~$~ ~t,~~po;a~.~,1`:~~'~~'~ "~.~:~~~~,~'~:~ I~:A,~.~~~;R~~oi~ed_:." ~~ ~ °°~ "~,~~~~ s,my~ ~ .~LL,~.,:I F:lcdevlFORMS1Permits\Bulldinglbullding_revislon 11-23-2o05.doc Page 1 of 2 12/8/2006 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: Location.....: Parcel No...: Legal Description: Project No 3877 LUPINE DR VAIL 3877 LUPINE DR 210111102002 6 ~ -~ ~ a ~ OWNER NEDRELOW, JEANNE - PO BOX 3419 VAIL CO 81658 APPLICANT METAL DESIGN INC. P.O. BOX 3906 VAIL CO 81657 License: 155-M CONTRACTOR METAL DESIGN INC. P.O. BOX 3906 VAIL CO 81657 License: 155-M KJESBO, RO1/30/2007 Permit #:7-00100M v~ C~ J Status ...:ISSUED Applied ..:01/30/2007 Issued . ..01/30/2007 Expires . .:07/29/2007 01/30/2007 Phone: 970-479-0507 01/30/2007 Phone: 970-479-0507 Desciption: VENT 6 BATH FAND, 2 DRYERS AND ONE RANGE FOR THE NEW CONSTRUCTION OF A DUPLEX Valuation: $2,420.00 Fireplace Information: Restricted: H of Gas Appliances: 0 H of Gas Logs: 0 H of Wood Pellet: 0 s**********************~**************~*************** FEE SUMMARY ************************************************************ Mechanical--->6 0 . o o Restuarant Plan Review-->0 . o o Tota] Calculated Fees---8.0 0 Plan Check--->15.00 TOTAL FEES-------------->78.00 Additional Fees-----------o. 00 Investigation->0.00 Total Permit Fee----------78.00 Will Call----->3.00 Payments-------------------78.00 BALANCE DUE---------0.00 Item: 05100 BUILDING DEPARTMENT 01/30/2007 cgunion Action:AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 200~3r IFGC.. Cond: 31 BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPLIONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ~ ,( /~; C/~~tV ~~ ~ ~ ~'' SIGNATURE OF OW ER OR CONT`RACTOR~OR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8070000104 Amount: $78.00 01/30/200701:44 PM Payment Method: Check Init: LC Notation: #5781/Metal Design, Inc. Permit No: M07-0010 Type: MECHANICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $78.00 This Payment: $78.00 Total ALL Pmts: $78.00 Balance: $0.00 x*~~x~***~************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 Dec 29 06 10:34a F}-N'~~'~J oe p.l APPLICATION WILL NOT BE ACCEr ~ cD IF INCOMPLETE OR UNSIGNE _ a~ZTOVProject #: r,~ Building Permit #: ti ~ - V ~~ ~ v U (~ Mechanical Permit #: ~ ~ 97~-479-2149 (Inspecti s) DWNOFYAII, TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: Mechanical Room Dimensions Combustion Air Duct Size and Location Flue, Vent and Gas Line Size and Location a Heat Loss Catcs. Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact and Phone #`s: L~7c _ p$~ -~ 1~1 ~-~ c i' ~li=~ /sn ~n c . ~ 15 5 - rYl ~ ~c21/~ . ~. ~,1a~~a E-Mail Address: ~~~ (,,,~~.G ry ~ ~D 1, CD nn Co~rar Signatur : COMPLc ~ c VALUATION FOR MECHANICAL PERMIT (Labor & Materials) . MECHANICAL: $ y)1.~. ~ ~ . DQ _ _ _, -_ ._ -_--.- -_. -_ -. -... Confact Eaq/e CountvAssessors Office at 970328-8640 or visit ~!ww.eagle-county corn for Parce/ # Parcel # c~ 1 ~ ~ .~ t ~ ~ ~ ~~ ~ .,_ .. _.. - :-- ob Name: Job Address: ,~ry,g ~ ~kp~ ~ '!' Legal Description Lot: Biock: ~ Fling: ~ Subdivision: Owner~~ n~iz ~1 se~ e~le ~ ~~~b~ r ~ ~.~°1 ~I G, ( ~' Phone~~~ - l ~Q I i Engineer: p Address: ~I Phone: ~- ' A-~. , De iled description of work: 1~ 4Y1^f -~'~d~ ~... .-~ C~ ono n c S ~ ~ ~'.r-~ (t~ ~ n Work Class: New (J}~ Addition ( ) Alteration ~) Repair ( ) Other ( ) ~ Boiler Location: Interior ( ) Exterior ( ) Other ( ) ~ Does an EHU exist at this location Yes (-) No ( ) Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) I No. of Existing Dwelling Units in this building: If No, of Accommodation Units in this,building: No Hype of .Freplaces Existing:.. Gas Appliances )Gas Logs ( ~ Wood/Pellet i ) Wood Burninq~ ) NoJType of Fireplaces Proposed: Gas Appliances ( )Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) ~ No (~) FOR OFFICE USE ONLY*~********~*******~**~******* i' ~~ ~heY~F~~"` ' ;, t{ ~Plbnd,,.~klSr~. ~r]tfI ~ ~I ~ ~ti'Aii:~u tad B..~~ .; ~ ;p~,:~ tlil! < u . ~, i1. ~ i ~l . 3~1, ~, a ,v~~. ~iU:!F31~. .r TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0015 Job Address: 3877 LUPINE DR VAIL Status ...: ISSUED Location.....: 3877 LUPINE DR Applied ..: 01/31/2007 Parcel No...: 210111102002 Issued . .. 01/31/2007 Legal Description: Expires . .: 07/30/2007 Project No OWNER NEDRELOW, JEANNE - KJESBO, RO1/31/2007 PO BOX 3419 VAIL CO 81658 APPLICANT MEADOW MOUNTAIN PLUMBING/HE01/31/2007 P.O. BOX 4564 VAIL CO 81658 License: 241-M CONTRACTOR MEADOW MOUNTAIN PLUMBING/HE01/31/2007 P.O. BOX 4564 VAIL CO 81658 License: 241-M Phone: 970-479-2981 Phone: 970-479-2981 Desciption: INSTALL RADIANT HEAT BOILERS, SIDEARM, SNOWMELT FORA NEW DUPLEX Valuation: $2,600.00 Fireplace Information: Restricted: ~ of Gas Appliances: 0 /# of Gas Logs: 0 li of Wood Pellet: 0 ss*****a****************r***m********~***************************** FEE SUMMARY ***************~**************~~*******~******************** Mechanical--->60.00 Restuarant Plan Review-->0.00 Total Calculated Fees--->78.00 PlanCheck--->15.00 TOTAL FEES-------------->78.00 Additional Fees----------->0.00 Investigation->0.00 Total Permit Fee---------->78.00 Will Call----->3 . oo Payments------------------->78.00 BALANCE DUE--------->0.00 s*********************~********************~**************************~*****~*****~********************~******************s*********** Item: 05100 BUILDING DEPARTMENT 01/31/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF ArrxOVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. fER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement x****************************************************** Statement Number: 8070000110 Amount: $78.00 01/31/200712:09 PM Payment Method: Check Init: LC Notation: #10208/Meadow Mtn Plumbing Permit No: M07-0015 Type: MECHANICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $78.00 This Payment: $78.00 Total ALL Pmts: $78.00 Balance: $0.00 x******************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATIONI~WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN ~.~~'' TOV Pro'ect #:7 Building Permit #: ~d6 ~~°~ / Mechanical Permit #: ~ 970-479-2149 (Inspections)~a~,d Vf S TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: M R sions O ~, ^ mbu Duct Size and Location ~ ~ ~ pdsLineSizeandLocationDHeatLossCa Equipment Cut/spec sheets JAN 3 1 2007 CONTRACTOR INFORMATION anica--------- _ _ ..__.---------~-Mech I Con~ractora• ~~+/-,... Town of (V..jil Contact Per/s~o any ~ ' E-M 7UailAddress: ~'osMNc. ~ C`a.~'ItiiP~,jcrvr~~, Gin Fax#: 9 - y%7~l _.j"'/~/_....._.._... Contractor Sig ure: ~ C7~ ..._._~ ...._._-.._---...------..._.._._......._.._._ COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials) -_ __ _ _ G ,,//ma~v~yyMECHANICAL: $. °~..i"........... -- ----------'---. _. .._._..-- -----._. ..__.... Contact Ea4-/e County Assessors Otl~ic~e at 970-328-8640 0~ visit www, eaa/e-county com fog Par+ce/ # a _ _____ ob Address: 3 S 7 L ~o ~ OrsobName: ~eun t ~'~.drL to ~v ~ 7 u Block: _.._._ ~ ......... ....--...... .._ __...__. ....~...... ..----_..-~---_. _ _, ~...---.___ --...,. ...Leg I Description Lot: Filing: Subdivision: f/'~(h aw~Address Pa !~ er ~ v iy Phone:Owners Name: Engineer: II Address: Phone: p .....~ work: 3'~/ f~.</ ~2wi~ ~ t ~-~~/ lS~o f T ~ s. ~t t ~.r-y~ 1'.. ~ ~•- •~r ~ ! ~-..---DeJ ~ descri tion o .............. ..... / ~~ 6 ~f- p~~. ~.-, ~ yL ._. ...._...---._.._ .._c/' ,r.~~iK ~v. ~-cl //N- c/ d ® ~', .AIL ~ ~ ~ ~C Work Class: New ~) Addition ( ) Alteration ( ) Repair ( ) Other ( ) nor ( ) Other ( ) Does an EHU exist at this locatBoilerL ~ ~--- ~ ion Yes ( ) No ( )ovation: Interior - . Exte.. . -- Type of Bld : Si 9 ......_..' ... __._ Du . ._ ----.. -._..~.......-------------...-._._....g e-family ( ) plea ~'} Multl-family ( ) Commercial ( ) Restaurant ( )Other ( ) No....of Existing Dwellin Units . -this bu ...----. --~--._... _.. ....---._. ~ _.........._.__. -------- - ----------__..----....... ... _ ._.g in ilding: No. of Accommodation Units in this building Existing: Gas Aopliances ( )Gas .Lops ~-) Wood/Pellet S )---Wood Burning,(.,) .. ...... -..No a 1iDe of Fireplaces ~_. No/Type of Fireplaces Proposed: Gas Appliances (~/) Gas Logs Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burnin fire lace to an EPA Phase II device? _-.Y...-.-~- ~----~_.._..___....._...._ .... ....... ....g p es( ) No( ) y****FOR OFFICE USE ONLY***************************** UP\ ~G~ ~ r`• t 1 j ~-:.Dal.e ReCief~~ '.'~, 'f V :+.7 ~ M.~..4r 1....av~-~- F:\cdev\FORMS\PERMITS\Building\mechanical~ermitvi 1-23-2005.DOC 11/23/2005 g. ' R _ ,. x ~L^. n 4 i ~ w•i .' ~ ~ t Y r a ~;.n~6 ~~ ~. N .. Town of Vail Mechanical Codes and Design Criteria You must obtaip Design Review Board (DRB) approval if any of the mechanical work will involve ANY exterior wtirk. This includes and is not limited to removal and replacement of driveway now melt systems. Please contact the Development` It~-1~w ~Cq~orctorwa~ 479 ~~lA a~lr nal information. fi . l ~ ~ ~~~ ~ .~,~ ~ ~, 4' The Town of Vail has adopted the 2003 International Mechanical Code and the 2003 Inte~atid~nal Fuel Gas Code. All new construction within the Town of Vail is considered to be of unusually tight construction,thus all combustion air is required to be drawn frdm outside the structure for mechanical equipment. Town of Vail Pireolace Ordinance In September of 1991, the Vail Town Council adopted an ordinance which restricts ~ construction and use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has undergone numerous changes and revisions, striving for compromise, yet effectiveness in addressingtheairqualityissue. Therefore the following criteria has been adopted: Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail municipal boundaries. p~gllin ni -Each new dwelling unit may contain: One (i) EPA Phase II certified solid fuel burning device and no more than two (2) gas appliances B vent) OR Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent). Restricted Dwelling Units -Each new restricted dwelling unit may contain: One (1) gas log fireplace and not more than one (i) gas appliance fireplace. Accommodation Units -Each new accommodation unit may contain: One (1) gas log fireplace or one (1) gas appliance fireplace. If two or more separate dwelling units or accommodation units are combined to form one larger unit, the combined unit may retain one woodburning fireplace (if one already exists) and no more than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas. If during the course of a remodel an existing woodburning fireplace is altered or moved, the unit must then comply with all provisions of the ordinance. That is, the fireplace must be converted to natural gas or replaced by an EPA Phase ii certified unit. F:\tdev\FORMS\PERMITS\Building\mechanical~ermit 11-23-2005.DOC 11/23/2005 i y~ ~(~$5 ~e.u.la'~'/©1l/ . _. _. _ _ _ . _ _.._._._. T x-41.. --.. _ - _-- - -- - ----_ _ __...... Llaiiv .Level s~`~e ~ _ /a Ff , 3yo F I~~ Itt2c~~' 1d SS _ C~~ c~(o.~i o n~ Fo l jIUOuJ 1WL 1't _ _ F i ___ _ Uv/ ~~ sf Snlo Sd(q i l ~\ C_ r ~Q~ ~° ~o~~~~ ~~w p.N~ \5 ~__ S~P.~~ _S~c iSic~~ ~Cw.,, v~,`_ ~~ s !'a,~r'LZ,U'7 w Qk~y~~ _ SA,rr~,e..~ I F _ i i i GrOi%f/~ .YI'~/ /P I~:SS ~a/~v /c~ibn/ / ate/ _ - _ _- 1Sa~a~ G~ue f Side ,~ ~ 74,~?d Bev JN G~G~/L l S/ `r/~! B to ~~ ~lQ ~// r Gc~c / ~~di B ~3, 3~~ ~T_ c~ T/zE ~/~a f s~S~e~ l~~// D e 6~o/~er~ r1r~~.c/ _~ v~z 3 _ zc~cves ~~ loo/ ~i a~ue~.l~ ~a~rfrolle <1 fit/ ~% Gt/~A~lr P/'r Dl'~J `~/ . r'1/-~r'/C ~C~til t /C~l J ! l O ,BT~ P 4~e,~ loss Cc,Je~,l~;an> ~ r Sw~c~ ~-~- j U ~ a e~-~e..r r~ ~ rv e~ S~z~e l- f~J'v~t~/e P/'esfi~-e bo~`!e~ ~o/o /75 C~75,onc~ BTU 5a~~- sfa` wc~"er he~,er Cs>'dP f1<,K~ ill ..~~~~ ~,~, ~ ,s w~~ ~,~ ~ w,~~x~Q, JQ r!' J' a /' . i eF `~~1~.t~~~ co i ao~" ! .~~~h ~'~ ~~ ~r~a~.s~5~pu' S-Fac c~.11~1 rvd } re~"- . o'er fires-~~~ 's~o ~ fQ ~ ~ ~ ivse ,!/e~ ~ f/• I' v a. Ii i CRAw~ SPRGE RCENS Thrrou~l~o~~" The ~NTt RE f.-0~ses' t.-~e~~l TOWN OF VAIL DEPARTMENT OF COMMUNITY DEV~OPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THI5 PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: Location...... Parcel No...: Legal Description: Project No 3877 LUPINE DR VAIL 3877 LUPINE DR 210111102002 OWNER NEDRELOW, JEANNE - PO BOX 3419 VAIL CO 81658 APPLICANT METAL DESIGN INC. P.O. BOX 3906 VAIL CO 81657 License: 155-M CONTRACTOR METAL DESIGN INC. P.O. BOX 3906 VAIL CO 81657 License: 155-M KJESBO, 803/06/2007 Permit #:M07-0027 d~- C~6 Status ...:ISSUED Applied ..:03/06/2007 Issued . ..03/15/2007 Expires . .:09/11/2007 03/06/2007 Phone: 970-479-0507 03/06/2007 Phone: 970-479-0507 Desciption: NEW CONSTRUCTION OF A DUPLEX- vent 6 bath fans, 2 dryers & 1 range Valuation: $2,420.00 Fireplace Information: Restricted: ~ of Gas Appliances: 0 M of Gas Logs: 0 N of Wood Pellet: 0 FEE SUMMARY ****************************~************~:*~***x:*+*~:*~:~*~*** Mechanical--->60.00 Restuarant Plan Review-->0.00 Total Calculated Fees--->78.00 PlanCheck--->15.00 TOTAL FEES-------------->78.00 Additional Fees----------->0.00 Investigation- >o . 0 0 Total Permit Fee---------- >7 S . 00 Will Call----->3 . oo Payments------------------->78.00 BALANCE DUE--------->S0.00 x: Item: 05100 BUILDING DEPARTMENT 03/06/2007 ddg Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TFJ,EPHONE A„~4~-21~R AT OUR OFFICE FROM 8:00 AM - 4 SIGNATURE OF O'QV1~ER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8070000282 Amount: $78.00 03/15/200711:47 AM Payment Method: Check Init: DDG Notation: Metal Design 5854 Permit No: M07-0027 Type: MECHANICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $78.00 This Payment: $78.00 Total ALL Pmts: $78.00 Balance: $0.00 x*******************~***************~x************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 Feb 03 07 12:26p p.l APPLICATION WILL NOT BE ACCEr'~cD IF INCOMPLETE OR UNSIGNE TOV Project #: ~iZJb`~ " b %~ ~ Z a 2 7 Building Permit #: Mechanical Permit #: 970-479-2149 (Inspections) 1A~N4FYAFL TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 5. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to Mechanical Room Dimensions D ~_, ( Cr, ~_; ~; `lf~ ~_ Combustion Air Duct Size and Location Flue, Vent and Gas Line Size and Locate n Heat Loss Calcs. ~~~ 0 fi 207 Equipment Cut/Spec Sheets . f'.ONTRA,(;TnR INFORMATION TO W ~ ~ ~ VA1 L Mechanical Contractor: ~ Town of Vail Reg. ~No.: Contact and Phone #'s: f~7cr_ psi -~ C ~ /S>1 ~~ C_. J J ~ - ~ ~2. t~ (~ , ~~ tiro ~n E-Mail Address: yyj~~~ (~.,J ~.S r G ~n rh n Q~- /. C' n nn Co ra r Signatur : ~~i-~'" l~,~ ~ ~~Q~ ~ ~~ COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor ~ Materials) MECHANICAL: $ ~1~z0, ~Q Contact Egg/e County Assessors OfFice at 970 3~8-8640 or visit www. eagle-c~vun,~v. com for Farce/ ,~ Parcel#.~ 1~1) r /~ - ob Name: lob Address: g ~ L k ~ k.C ~-~- Legal Description ~ Lot: ~ Block: ~ Filing: Subdivision: Owne-~JFianos ~ ~' (A~e~ssR 3•~(g~~c, ( ~ I (c~' Phone~~~ _ t ~c~ 1 Engineer: II Address: ~ r II Phone: De sled description of work: U 4YtT cc? ~rs(~Ir, =~'0,~ s _ .-~ ~ q~~~ c 5 r ~ ~ o Ir~{~.~lf~ < (~ Work Class: New (Jj~ Addition ( ) Alteration ~) Repair ( ) Other ( ) ~ Boiler location: Interior ( ) Exterior ( ) Other ( ) ~ Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( ) Duplex ( ) Mint-family ( ) Commercial ( ) Restaurant ( )Other ( ) No, of Existing Dwelling Units in this building:II No. of Accommodation Units in this building: No~'Cype of Fireplaces Existing: Gas Appliances ( )Gas Logs ( ) Wood/Pellet ( ) Wood Burning ( ) No/Type of Fireplaces Proposed: Gas Appliances ( )Gas Logs ( ) Wood/Pellet ( ) Wood Buming (NOT ALLOWED) Is this a conversion from a wood Buming fireplace to an EPA Phase II device? Yes ( ) No ( ) xr~*~***~****FOR OFFICE USE ONLY*******~**~******~*********** bt~F `~ ... ~ '' ~,i~itiiaiSlQnc~io ""~ ~,~' i~Idt~Dte~l,~$:":_~~°r~ .1,=Feh~ ` ~ :~ ~i: ~ ~ al ~.., ~iiRi~iill~ed.~"~~" !~ . ~~ ~_ r .~..~ s,. r. namannna TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE MECHANICAL PERMIT Permit #: M06-0372 063 Job Address:3877 LUPINE DR VAIL Status ...:ISSUED Location.....:3877 LUPINE DR Applied ..:12/05/2006 Parcel No...:210111102002 Issued . ..12/11/2006 Legal Description:S ~ ~' ~ U `~ 2 z Expires . .:06/09/2007 Project No OWNER NEDRELOW, JEANNE - KJESBO, PO BOX 3419 VAIL CO 81658 APPLICANT WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M 812/05/2006 IN12/05/2006 Phone: 668-3760 IN12/05/2006 Phone: 668-3760 Desciption: INSTAL A WOOD BURNING FIREPLACE WITH GAS LOG SET IN ANEW DUPLEX Valuation: $8,772.17 Fireplace Information: Resvicted: 1f of Gas Appliances: 0 N of Gas Logs: 0 /f of Wood Pellet: 0 x*~*~~::~************~******* FEE SUMMARY *~********************************************************** Mechanical---> $180.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $228.00 P1anCheck---> $45.00 TOTAL FEES--------------> $228.00 Additional Fees----------->0.00 Investigation-> $0.00 Total Pernut Fee----------> $228.00 Will Call-----> $ 3. 0 0 Payments------------------- > $ 22 8. 0 0 BALANCE DUE---------> $0.00 s***********a*********s*~**a*****:x*~:*~x*~x+~:*:x**+**~************************~***************~*******~***********~**~**********~**~**********x~*** Item: 05100 BUILDING DEPARTMENT 12/05/2006 CG Action: AP CONDITION OF ArrxOVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 DEPARTMENT OF COMMUNITY DEVIJ'LOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES RLDC_l: BOILERS SHALL BE MOED ON FLOORS OF NONCOMBUSTIE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATUR WNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: 8060002092 Amount: $228.00 12/11/200604:10 PM Payment Method: Check Init: DDG Notation: Western Fireplace 1436 Permit No: M06-0372 Type: MECHANICAL PERMIT Parcel No: 2101-111-0200-2 Site Address: 3877 LUPINE DR VAIL Location: 3877 LUPINE DR Total Fees: $228.00 This Payment: $228.00 Total ALL Pmts: $228.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 180.00 PF 00100003112300 PLAN CHECK FEES 45.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 rl/ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNt~j~ (~~ZZZTOVProject #: \~ J Building Permit #: ~Sc1, ~ •t)c)~ Mechanical Permit #: ~~7 ~ 970-479-2149 Ins ectionsp ~ 75 S. Frontage Rd. Vail, Colorado 81657 TnWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include: Mechanical Room Dimensions Combustion Air Duct Size and Location Flue, Vent and Gas Line Size and Location Heat Loss Calcs. Equipment Cut/Spec Sheets CONTRACTOR INFORMATION I ~ ~~anical Contract: Town of Vail Reg. No.: Contact Person and Phone #'s: L~. E-Mail Address: Fax#: Q~U. ~0~ or~_S~O~ ~ Contractor Signature:l Q . ~. U COMPLc i r VALUATION FOR MECHANICAL PERMIT (Labor & Materials) I MECHANICAL: $ ~ :7 ~~, ~~ ~I Contact Eat/e Count~%Assessors Office at 970-.328-8640 or visit www, eagle-coup , com for Parce/ # ira rceli ~ 01 1 ~ 1 1 / C~(~(~ Job Name: ~ II Job Address:`2 ~- , ~Il __ ~~SS r I Legal Description II Lot: ~ ~I Block: ' ~~ Filing: I Subdivision: 1' 1,C~~t~l Owners Addre~ ~~, UQl- ~ ~ Phone: `-' I Engineer: '" _-~I Address: II Phone:1~Detailed description of work: a o n~n ~ , ~ ,,~ ~ ~ ~ Work Class: New () Addition ( ) Alteration (~ Repair ( ) Other ( ) J Boiler Location: Interior ( ) Exterior ( ) Other ( ) II Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances ( )Gas Lo s ( ) Wood/Pellet ( ) Wood Burning ( ) No/Type of Fireplaces Proposed: Gas Appliances ( )Gas Logs ( f) Wood/Pellet (~) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) V FOR OFFICE USE ONLY****** ******** Otiter Fees:D t Re ivedIIaece O ~ 2C~~~22 Acce ted By:pI. F:\cdev\FORMS\PERMITS\Building\mechanical~ermit_11-23-2005.DOC TOWN OF V~~~2o TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 3877 LUPINE DR VAIL Location.....: 3877 LUPINE DR Parcel No...: 210111102002 Legal Description: Project No OWNER NEDRELOW, JEANNE - KJESBO, 807/27/2006 PO BOX 3419 VAIL CO 81658 APPLICANT MEADOW MOUNTAIN PLUMBING/HEA07/27/2006 P.O. BOX 4564 VAIL CO 81658 License: 288-P CONTRACTOR MEADOW MOUNTAIN PLUMBING/HEA07/27/2006 P.O. BOX 4564 VAIL CO 81658 License: 288-P Permit #: P06-0074 Status ...:ISSUED Applied ..:07/27/2006 Issued . ..08/04/2006 Expires . .:01/31/2007 Phone: 970-479-2981 Phone: 970-479-2981 Desciption: SANITARY WORK, VENTING AND HOT AND COLD WATER DISTRIBUTION SYSTEM FOR THE NEW CONSTRUCTION OF A DUPLEX Valuation: $85,000.00 Fireplace Information: Restricted: ?? k of Gas Appliances: ?? six*********~*************~**s~********~****~*~***~******************* FEE SUMMARY a********~******~**~***********s*****~********* Plumbing---> $1, 275.0 0 Restuarant Plan Review-- > $ o . 00 Plan Check---> $ 318 . ~ 5 TOTAL FEES- ----> $1, 5 9 6.7 5 Investigation-> $ o . 0 0 Will Call-----> $3.00 a*******~******~*****************************************~**************s*s**********~~ Item: 05100 BUILDING DEPARTMENT 07/27/2006 JS Action: AP N of Gas Logs: ?? /~ of Wood Pallet: ?? Total Calculated Fees---> $1, 596.75 Additional Fees----------- > $ 0.0 0 Total Permit Fee----------> $1, 596.75 Payments-------------------> $1, 5 96 .7 5 BALANCE DUE---------> $0.00 s******~**:~x~*x~****~***********x:***********~**~ CONDITION OF Arrt~OVAL Conti: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS t'~-- ~ ,,;rA.~ ^~r^*-leted_a-n accurate lot any UWi r~ TOWN OF VAIL, COLORADO ta*ementStatementNumber: 8060001161 Amount: $1,596.75 08/04/200612:29 PMPaymentMethod: Check T,,;}. r„ TOWN OF VAIL, COLORADO Statement Statement Number: 8060001161 Amount: $1,596.75 08/04/200612:29 PM Payment Method: Check Init: LC Notation: #09657/MEADOW MTN P&H Permit No:P06-0074 Type:PLUMBING PERMIT Parcel No:2101-111-0200-2 Site Address:3877 LUPINE DR VAIL Location:3877 LUPINE DR Total Fees:1,596.75 This Payment:1,596.75 Total ALL Pmts:1,596.75 Balance:0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 318.75 PP 00100003111100 PLUMBING PERMIT FEES 1,275.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATIONLL NOT BE ACCEPTED IF INCOMPLE~R UNSIG~~~Q~ ~~~Project #: Building Permit #: ~Q - ~t31 Plumbing Permit #: ~ - /~? 970-479-2149(Inspe o ) TOWN OF VAIL PLUMBING PERMIT APPLICATION 75 S. Frontage Rd. Vail, Colorado 81657 Plumbing Contracto/r/:4~~(:2~e1 ~~"(f E-Mail Address, ~ Contractor signature: p~_,u CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Phone #'s: z ~~ ~ ~~~~~ i~ ~.~,~, U COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ ~ j (~~~ , vv Contact Ea_q/e County Assessors Office at 970-328-8640 or visit www, eagle-coup , com for Parce/ # Parcel # Job Name: Legal Description (~ Lot: nrn~rsrName -~ Engineer: ' ~~ Block: ,~ Filing:' Address: ~7 ~n Job Address ~~ ~ ~ vp ~~e l~ Subdivision: Phone: my ; re _ Phone: Detailed description of work: ~`~.,, ,-f~. ,;,,~.rto ~~ v~e~>~ ~ nee, ~ ~~ lex ~..~ l cCoMR.rfie- Work Class: New (~ Addition ( ) Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single-family ( ) Duplex (/)"~ Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No c~ x~x~~~*X~~~***~~~*~tx~~~~~~~:~*~*~*****FOR OFFICE USE ONLY*xx~*~xx~~~~,~*~~*~~:~*x~~~~xx~~x~:~x~x* Other Fees: I DRB .Fees:. Planner Sign-off: yy6 Date Received: Accepted By: oM~ JUL 26 1006 TOWN OF VAIL Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC 07/26/2002 LKP ENGINEERING INC PAGE 81 07/26/2006 11: A9 9709269089 - LKr ~ Eng~nee>~ing, Inc. :~~~ ~ . ~~ CIVILI(3~OTECHNICA~, ~ ` r m. ~ .~ t`~ July 26, 2006 Mr. Marie Stevenson F.E: Open Hole Obsecvstxon/CaASUltation on Nedbo Construction Ground Water Seepage - A-side of the Duplex P.O. Box 319 Lot 6, Block 1, Bigk~arn 1 a` Addition Vail, CO 81658 3877 Lupine Drive, Vail, Eagle County, Colorado Project No. 04193 Dear Mark: At your request and at the request of Steve Jewett with Arena Excavating, on. June 12, and on July 6 and 14, 2006, we visited the excavation site far the lower portion of the west part of the duplex on Lot 6, Block 1, Bighorn 1~` A.ddition, 3877 Lupine Drive, in East Vail, Eagle County, Colorado. The purpose of our site visits was to observe the soils exposed in the foundation excavation and compare them with the findings and recommendations of the Soil and oun~dation Investigation Report under the same project number, dated December 13, 2004, and to provide consultation oz~ the ground water dewatering. The soil and ground water conditions observed on the west side of the excavation were very sirtxilar to what was observed on the east side. The reeommendatiozts (For the particular soil and ground water conditions on the lower level of the east half of the foundation excavation, we designed a detail for a dimension foundation, which included layers of Tenser Geogrid, BX1~240 and a structural fill consisting of minus I -112-inch clean, crush rock.) provided for the east side were im.ple~mented on the lower side of the west part of the excavation. The subgrade on the Iower part of the excavation was unproved. The depth of the improved subgrade (the gravel and the geogrid} was a minimum o£2.5 feet and extended throughout the lower bench for the west half of the duplex. ~'he improvedfoundation subgrade in the foundation excavationfor the east part ofthe duplex, is suitable for the recommended bearing capacity of2000 psf. We strongly recommend a perimeter drain at every step of the foatings..A11 of the drains should be connected and sloping to a positive gravity outlet and daylighted. The footings and the foundation walls must also, be backfilled with clean, crush rock to at least above the seepage line, and to within two feet of the finish grade on the south side, near the road. Safety measures, according to OSHA Standards should be followed. This report has been prepazed according to locally accepted professional geotechnical . engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. Sincerely, . ~`'" LKP ENGINEERING, IP1C. l~ ?.c7 ? (~/~ Luiza Petrovska, pE President One copy faxed (910-845-9974), original 7~1WP 12-1.KP104 I930P£NGw-Asidctowcr.wpd E.O. Box 2837, Edwards, CO 81632, (970} 926-9088 Tel, {970} 926'-9089 Fax Engineering, Inc. CivII,IGBO'rBCHNICA[, June 2b, 2046 LKP ENGINEERING INC i 1VXr. Mark Stevanson~ ;1tE: Opeu Hole Observation/Consultatio~a o Nedbo Construction Ground Water Seepage - B-side o'1'Aupl F.0.13ox 3419 Lot 6, Block 1, Bighorn 1 ~` Addition Vail, CO 81658 3877 Lupine Drive, Vail, Eagle County, Color; Project No. 04193 2 0 Dear Mark: ~ ~ ~~ /~~~ At your request az~d at the request of Steve Jewett with Arena Ez~cavating, on rune 12, 16, 20 azzd 26, we visited the excavation site Lot 6, Block 1, Bighorn 1$` Addition, 3877 Lupine Drive, in East Vail, Eagle County, Colorado. The purpose of our site visits was to observe the soils exposed in the foundation excavation and compare them with the findings and recommendations of the Soil and Foundation Investigation Repart umder the same project number, dated December 13, 2004, and to provide consultation on the ground water dewatering. During the first site visit, two test holes were dug on the west half of the foundation excavation to determine the depth of the ground water. At the tiz~ae, ground water started seeping at about 3 feet below the surface and the hole started filling rapidly. The east side of the excavation was scraped off from vegetation and topsoil and gz-oumd watcz was visible on the nozth end. Due to the high level of the ground water some changes were discussed with you, Steve and the owner. Our first recommendation was to bring six-inch gabion rock and push it into the soft subgrade to increase the density azxd provide a firm workable surface. This only worked on, a small area. During the site visit of June 16, 2406, the east Lower portion of the excavation was covered with standing water. At that time we discussed different solutions. Fox the particular soil and ground water conditions on the lower level of the east half of the foundation excavation, we designed a detail for a dimension foundation, which included layers ofTensar Geogrid, BX1200 and a structural fill consisting of minus 1-1/2-inch clean, crush rock (copy of the detail is attached with this letter.) Also, we recommended an interceptor drain or a combination of a perimeter drain/interceptor drain for the upper part of the excavataam. The above recommendations were implezxtented, as observed during our site visit today, June 26, 2006. The subgrade on the lower part of the excavation, including the holes for the isolated footing pads for the deck on the east side of the excavation were ixzxproved. The depth of the improved subgrade (the gravel and the geogrid) was a minimum of three feet and extended throughout the lowez bench for the east half of the duplex. On the upper part of the excavation a perimeter/interceptoz drain was constructed according to the attached detail, alozzg the east, west and south sides of tl7e excavation. The improved foundation subgrade in the,foundation excavation for the east part ofthe duplex, is suitable for the recommended bearing capacity of 2p00 psf. PAGE 01 E ~' G m ex ~ o\ P.O. Box, 2837, Edwards, CO 81632, (970} 926-9088 Tel, (9'70} 926-9089 Fax vU/ LD/ LOUD l~: v r 7 ib'~Lb'~YJtiJ Nedbo Construction Page 2 - 44193 June 26, 2046 LKP ENGINEERING INC PAGE 02 We strongly recoznzmend a perimeter drain at every step of the footings. All of the drains should be connected and sloping to a positive gravity outlet and daylighted. The footings and tlae foundation walls mtust also, be backf lied with clean, crush xock to at least above the seepage line, and to within two feet of the finish grade on the south side, near the road. Safety measures, according to OS~I.A. Standards should be followed. This report has been prepared according to locally accepted professional geotechnical engineering standards for similar methods of testing and sail conditions at this tirn,e. 't'here is no other warranty either expressed or implied. Sincerely, 1GKP ENGI[NE~R1<NG, xNC. Luiza Petravska, PE President Ono copy faxed (970-845-9979), original mailed J;1WP 12-LKP~041930PLT1C3W-Bside.wpd LICP Engineeri.t~g, lnc. r~OJ Lb/ LrJrJb 1L: 4 r ~ /dylbyb~iy LKP ENGINEERING INC PAGE 03 2B or 5 min outside ~ F0071NG B 2B I' M D=2, 5' MIN to . ~ - , o ~ .... ~ ' ..: o-' ~ .. • _ ' . ' _ o . • ~ ~ • : O •- D=5' MAX •~ • •, , • .. :. ' ~ • . • .. ~ .. , .. o • I a// y \/ `~ ` `// `// y/ \// `// y~ `// '~ ` a / y/ // `/ `/ ~/ 5©' SOFT (or Unsu(fable) BEARING SOIL TENSAR BIAXIAL GEOGRID BX1200 MINUS 1-~" SCREEN ROCK p(QjE DUE TO THE HIGH GROUND WA TER LEVEL ANO SOFT SUBGRADE, THE FIRST TWO rat r OF STRUCTURAL FILL ABODE THE GROUND WATER LEVEL WILL CONSIST OF MINUS 1-1/2' CLEAN, CRUSH ROCK, THE CLEAN, CRUSH ROCK CAN BE USED FOR 77•IE ENTIRE F/L~, OR IF NEEDED 7NE STRUCTURAL FILL, ABOVE 7HE MINIMUM OF TWD FEET ABOVE THE GROUND WA7FR LEVEL, CAN BE 5UBS717UTFD W77N COMPACTED (AT OR BELOW OPTIMUM MO/STURE CONT'L~NT,} STRUCTURAL FILL, CONSISTING OF: 100' PASSING 7HE 1-1/2" S/EIiE 50 TO 100' PASSING 7NE 3/4 " 25 TO 50% PASSING THE ~4 (1/4") 10 TO 20% PASSING THE ,f40 5 TO 15% PASSING THE x'100 LESS THAN 10% PASSING THE x{200 SIEVE. gN~'~,jjQ~ GRADE 7HE SURFACE AS SMOOTH AS POSSIBLE AND PLACE T~'NSAR 1200 GEOGRlD OVER THE EXCAVATION ACCORDING TO I~JE MANUFACTURER'S RECOMMENDA710NS. PLACE 7I•lE FIRST tAYER (6-INCHES) OF THE CLEAN CRUSH ROCK. PLACE THE FIRST TFNSAR 1200 GEOGRID, ACCORDING TD 77•dE ABOVE DIMENSION FOUNOA770N REOUIREMENls CONTINUE W77N 7NE SPECIFIED LAYERS OF STRUCTURAL FILL AND GEOGRIO. DO NOT VIBRATE THE FILL, THIS N9LL BRING OUT 7NE MOISTURE. ANY ~uBSnTUnoNS Musr BE VERIFIEQ~'TN THE fNG/NEER. GL'OGRID REINFORCED FOUNDATION SOIL CiVp,/GEOTEC$N]CAL pR'pECf N~ LOT 6, BLOCK 1, BIGHORN 1ST ADDlAON 02062 K~' Eng~n a erin~-, • In c. 3877 LUPINE ORlVE ~ N. T.S. P.O. Box 2837 Edwords, CO 81Q32 TOWN OF VAIL, EAGLE COUNT; COLORADC7 ~~ ~, c•i (470} B26-Bass Iox {B7o) B2s-BOSV 1 UD/ GO/ LGC10 l L: y r 7 r b'~1b Jtlti`J LKP ENGINEERING INC CAP W17H A MINIMUM OF TWt? FEET OF IMPERVIOUS SOlL~ j THE GRAVEL MUST EXTEND TD ABOVE THE SEEPAGE LINE FLOW OF WATER GRANULAR FJLL Coarse Aggregate: J00~ -- 2-1/2" 0-2D1g - 3/4" 0-3~ - No. 4 FiLTFR FABRIC M/RAFI 140N OR EQUIVALENT OVERLAP THE FABRIC OVER THE POND LINER POND LINER ANCHOR POND LINER (30 MIL), TOWARD THE FOUNDATION PAGE 04 THE DRAIN MUST BE A M/N1MUM OF TWO FEET BELOW THE LOWEST FOOTING ELEVATION. 6-/NCH DIAMETER PERFORA TED, R/G/©, PIPE SLOPED 7t7 A DAYLIGHT LOCATION A T A M/N. OF 1/B" PER FOOT SLOPE INTERCEPTOR DRAIN WITH POND I.INE'R M. T.S N07~• THE INTERCEPTOR DRAIN IS TO BE CONSTRUCTED BETWEEN THE RESIDENCE AND THE STREET, 1F SUFFICIENT DISTANCE !S AVAILABLE. TH£ INVERT OF THE ORAlN PIPE MUST BE A A~IINIMUM OF TWO FEET BELOW TN£ FOOTING ELEVA7TON. ADDITIONAL DRAINS WILL BE NEEDED AT EVERY STEP OF THE FOUNDATION. INTERCEPTOR DRAIN . CIYQ.fG~O'lE..a. ~.~AL frx~,tCT NA: 04193 K.~ EI1~'IIl @ eTll.~g', Inc . cars ec ~ i'c~nvc~~r ~~ Am-ncw scA~ N. T. SJnttnraFvAn P.0- Box 2837 Edwards. CO 81632 EAGLE COUNTY, CCiA4A00 L1RAwMxt Na: t~ (o7a) aze-saes fax (970) 826-oDB9 2 UO/LO/LCJ YJO 1L:4/ ~/l~yLb`Jbtfy LKP ENGINEERING INC PAGE 05 CO t~L~R @ACKFIrLL NlTH ONE FOO t OF RELATI t~£L Y /MPERYIOI/S SOIL SWALE 12 -OROa iN 7~y~ pRSr rC~E'Er r...• WATERPROOf/NG . • •~~ 2 M!N ~' • ~ ~ •D,• ~ ' ~ •' • •~••GRANULAR F/LL~ ' • .: " COMPAC7E'D TO 80X OF THE • 0 ' ~ ~ MAXIMUM DRY DENSITY , ~ • • , ~ FILTER FABRIC • ~\/ SEEPAGE LINE e~., .'. ~ .. .• .~. e ~ e• 7Y /~ .~ Oaree Aggregate: ~\ p • _ MPERNOUS MOISTURE 9ARRIER GLUED ll7 THE ,\ FOUNOA T70N WALL \ •N LINE THE TRENCH WlTFI fIL TER FABRIC ~ ~/ M/RAfJ 140N OR EQUIVALENT /~ //\ 3' MIN. ~ B-INCH DIAMETER, RIGYD, PERFORATED PIPE SLOPED TO A DAYLIGHT LOCATION AT A 1/4-INCH PER FOOT. PERIMET'ER/INTERCEP7'OR DRAIN cavu~aa,....,..~.~.cu,rxa,~vr ea: 04193KP, ~'I2g1n eering Ire c. cor c, acocx r, 81G7•/Ot2N :sr nDO,ncw f 3877 LtJP/N£ DRI4E •~~ N. T S1DtMlA~ YA2P.O. Bez 2837 Edvord4 CO et832 EA(XE' L1?UN7Y, CQCDRADo oRAIMVG MO,rtzl {970) 826-8088 faz (870) 926-8088 3 03-25-2008 Inspection Request Reporting Page 30 4:45 r,m Vail, CO - Ci~/ Of Requested Inspect Date: Wednesday, March 26, 2008 Inspection Area: CG Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR A/P/D Information Activity: 606-0031 Type: B-BUILD Sub Type: NDUP Status: ISSUED Const Type: 103 Occupanc~yy: Use: V-B Insp Area: CG Owner: NEDRELOW, JEANNE - KJESBO, ROLAND Architect: K.H. WEBB ARCHITECTS PC Phone: 970-477-2990 Contractor: NEDBO CONSTRUCTION Phone: 970-845-1001 Description: NEW CONSTRUCTION OF A DUPLEX-DEMO EXISTING STRUCTURE. Reauested Insoection(sR ~ ~ , ~ -~ Item: 540 BLDG-Final C/O Requested Time: 10:00 AM Requestor: NEDBO CONSTRUCTION Phone: 970-845-100 Comments: Mechanical final i a o scheduled, will call Rollie 977-0268 Assigned To: JMONDRAGON ~~ Entered By: DGOLDEN K Action: Time Exp: 4 P Inspection History Item: 10 BLDG-Footings/Steel + UFER grd PI PARTIAL INSPECTIONAtiGC07/11/06 Inspector:D c on: Comment:B SIDE FOOTING AND EXTERIOR PADS AS NOTED ON PLANS. RECEIVED 8 1/2 X 11 CHANGE TO FOUNDATION PLAN. ADDITION OF WALL TO REDUCE GRFA REQS APPROVAL BY PLANNING AND BUILDING 07/12/06 Inspector: GCD Action: NO NOTIFIED Comment:CHANGE TO APPROVED PLAN FOR REDUCTION OF GRFA PER DR6060254. COPY IN FILE 08/11/06 Inspector: shahn Action: PI PARTIAL INSPECTION f ith l t i lildditddComment:ergroun w e ec r cafootingsperrevanapprovecoornaeusep 08/22/06 Inspector: shahn Action: NR NOT READY FOR INSPECTION Comment:been cancelled as the gradeonsiteat10:30 and not ready. returned at 1:30 and told pour had below footer has to be hand dug additional 4 inches. Verify the reinforcement detail for south wall with structural.Told contractor to reschedule inspection. IONSC10/10/06 Inspector: SHAHN Action: PI PARTIAL IN PE T Comment:APPROVED FOOTINGS FOR DRIVEWAY RETAINING WALL. Item: 20 BLDG-Foundation/Steel "* Approved "' 07/24/06 Inspector: JEC Action: AP APPROVED Comment:wall steel inspection of east part apv'd . 08/18/06 Inspector: JEC Action: AP APPROVED Comment:West walls apv'd. Contractor added 2 bars missingat wall step A TIAL INS ECTION08/24/06 PInspector: shahn Action: PI P R Comment:west footing reinforcement approved providing 3 inch maintained to earth. Revised footing detail SL5 on file. Pads not inspected. 08/31/06 Inspector: shahn Action: PI PARTIAL INSPECTION Comment:Foundation walls excludingg retaining walls. ected (3) north sonotubes on west sideInsp Inspeced (~ piers in front of garage. Need letter rom structural all-owing 16 inch on-center for lower walls. REPT131 Run Id: 7819 01-03-2008 4:25 Dm A/P/D Information Inspection Request Reporting Vail, CO .City Of Requested Inspect Date: Friday, January 04, 2008 Inspection Area: SH Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR-EAST SIDE Page 28 Activity: E06-0104 Type: B-ELEC Sub Type: NDUP Status: ISSUED Const Type: Occupanc--yy: Use: Insp Area: SH Owner: NEDRELOW, JEANNE - KJESgO, ROLAND Contractor: DOUBLE Q ELECTRIC Phone: 970-748-9780 Description: NEW SERVICE FOR THE EAST SIDE; NEW CONSTRUCTION OF A DUPLEX Reauested Insaection(s) Item: 190 ELEC-Final Requestor: DOUBLE Q ELECTRIC Comments: Russ 418-4698 Assigned To: SHAHN Action: Time Exp: s S ~- Insoection History Item:110 ELEC-Service 02/13/07 Inspector: JEC Action: PA PARTIAL APPROVAL Comment:East side only. 400 amp with 2/200 amp feeds to east half of duplex. Check for tourque marks when inspecting west side. Item:120 ELEC-Rou h Approved 01/22/07 Inspector: shahn Action: CR CORRECTION REQUIRED Comment:East unit rough: the clothes dryer booster in upper area not roughed in. Back box the non-IN can in vaulted great room per IECC. Rouclh in for bath fans not done m upper master, powder room, and (2) in basement. No user groudn was instated in the east unit, but metal water entrance is used. 01/24/07 Inspector: shahn Action: AP APPROVED Comment:east side rough approved. Item:130 ELEC-Condu it ** Approved 11/08/06 Inspector: SHAHN Action: AP APPROVED Comment:TRENCH OK TO BACKFILL. Item:140 ELEC-Misc. Item:190 ELEC-Final Requested Time: 10:00 AM Phone: 970-748-9780 -or- 970-418- 5137 Entered By: JSUTHER K S REPT131 Run Id: 7445 r-' ''~ 01-03-2008 Inspection Request Reporting Page 29 4:25 Dm Vail, CO - CitOf Requested Inspect Date: Friday, January 04, 2008 Inspection Area: SH Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR-EAST SIDE A/P/D Information Activity: E06-0105 Type: B-ELEC Sub Type: NDUP Status: ISSUED Const Type: Occupancyy: Use: Insp Area: SH Owner: NEDRELOW, JEANNE - KJESgO, ROLAND Contractor: DOUBLE Q ELECTRIC Phone: 970-748-9780 Description: NEW SERVICE FOR THE WEST SIDE; NEW CONSTRUCTION OF A DUPLEX Requested Insaection(s~ Item: 190 ELEC-Final Requestor: DOUBLE Q ELECTRIC Comments: Russ 418-4698 Assigned To: SHAHN Action: Time Exp: Requested Time: 09:30 AM Phone: 970-748-9780 -or- 970-418- 5137 Entered By: JSUTHER K 1~P5k S~(JE r~,1~~- Insoection History Item: 110 ELEC-Service ** Approved ** 03/29/07 Inspector: shahn Action: AP APPROVED Comment: WEST METER OK. NOTE THAT UFER WAS NOT INSTALLED IN FOOTING. Item: 120 ELEC-Rough 03/08/07 Inspector: JEC Action: PI PARTIAL INSPECTION Comment: west side. low voltage lights to be boxed around Item: 130 ELEC-Conduit ** Approved ** 11/08/06 Inspector: SHAHN,..--~-'~ Action: AP APPROVED Comment: TRENCH OK TO,I~(CKFILL WITH WARNING TAPE INSTALLED. Item: 140 ELEC-Misc. ~,..-'` Item: 190 ELEC-Final 1~ ~~ I/~/~ ~it o~ ~5 REPT131 ~"`'`~~~ Y Rua Id: 7445 01-04-2008 Inspection Request Reporting Page 9 4:28 Dm /ail, CO -CityOf Requested Inspect Date: Monday, January 07, 2008 Ins ection Area: CG Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR A/P/D Information Activity: M07-0010 Type: B-MECH Sub Type: NDUP Status: ISSUED Const Type: Occupanc~yy: Use: Insp Area: CG Owner: NEDRELOW, JEANNE - KJESBO, ROLAND Contractor: METAL DESIGN INC. Phone: 970-479-0507 Description: VENT 6 BATH FAND, 2 DRYERS AND ONE RANGE FOR THE NEW CONSTRUCTION OF A DUPLEX Requested Inspection(s1 Item:390 MECH-Final Requestor:METAL DESIGN INC. Comments:will call Carl 977-0336 Assigned To:JMONDRAGON Action:Time Exp: _ Requested Time: 11:30 AM Phone: 970-479-0507 Entered By: DGOLDEN K Inspection History Sfi~ Item: 200 MECH-Rou h ** Approved **01/31/079 Inspector: shahn Action: CR CORRECTION REQUIRED Comment: EAST: NAIL PROTECTION REQUIRED FOR DRYER DUCT IN UPSTAIRS. CLOTHES DRYER DUCT EXCEEDS 25FT. KITCHEN HOOD NOT ROUGHED IN. THE KITCHEN WINDOW WITHIN 3FT OF PROPSED EXHAUST NEEDS TO BE MADE INOPERABLE. NEED MAILPROTECTION FOR GAS CSST IN KITCHEN FLOOR. 02/02/07 Inspector: JRM Action: AP APPROVED Comment: APPROVED MECH ROUGH. DRYER DUCT THRU ROOF Item: 310 MECH-Heating, Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final REPT131 Run Id: 7448 01-03-2008 Inspection Request Reporting Page 7 7:22 am /ail, CC - CitT~f Requested Inspect Date: Thursday, January 03, 2008 Inspection Area: CG Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR A/P/D Information Activity: M07-0015 Type: B-MECH Sub Type: NDUP Status: ISSUED Const Type: Occupanc--yy: Use: Insp Area: CG Owner: NEDRELOW, JEANNE - KJESgO, ROLAND Applicant: MEADOW MOUNTAIN PLUMBING/HEATING Phone: 970-479-2981 Contractor: MEADOW M PLUMBING/HEATING Phone: 9 0-479-2981 Description: INSTALL DIANT HEAT ILERS, SIDEARM, SNOWMELT FO A EW DUPLEX Requested In ec To fair / It 3 0 MECH-Final /~,tYequested Time: 09:00 AM Reques r: EADOW MOUNTAIN PLU BING/HEATING ~ Phone: 970-479-2981 Commen ILL CALL-JAMIE 904-0 0 Assigned T ~ ONDRAGON ~ ed By: DGOLDEN K Action: Time Exp: ~ ~„ n~ Inspection History Item: 200 MECH-Rough 02/01/OT Inspector: shahn Action: PI PARTIAL INSPECTION Comment: EAST SIDE INSPECTED ONLY THE RADIANT HEAT BOILER (TRIANGLE TU AND VENT. 03/22/07 Inspector:. JEC Action: PI PARTIAL INSPECTION Comment: west side. in-floor 100 psi...lower floors 100 psi... supply ~ return for upper floor call for inspection of complete system on upper floor Item: 310 MECH-Heating Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final RSPT131 Run Id: 7440 03-25-2008 Inspection Request Reporting Page 43 4:45 Dm ~/ail_ CO -City Of Requested Inspect Date: Wednesday March 26, 2008 Site Address: 3877 LUPINS DR VAIL 3877 LUPINE DR A/P/D Information Activity: M07-0027 Type: B-MECH Sub Type: NDUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: NEDRELOW, JEANNE - KJESByO, ROLAND Contractor: METAL DESIGN INC. Phone: 970-479-0507 Description: NEW CONSTRUCTION OF A DUPLEX- vent 6 bath fans, 2 dryers & 1 range Reauested Insoectionls) ~ ~ ' ~~ JQ Item: 390 MECH-Final Requested Time: 09:30 AM Requestor: METAL DESIGN INC. Phone: 977-0268 Comments: Buildin final is a o cheduled, will call Ro lie 977-0268 Assigned To: JMON~RAGON Entered By: DGOLDEN K Action: Time Exp: Comment: ~ ht thu urctrtn ND THE CLOSE ~ urcYCrc ivEAR MAIN ENTRANCE DO NOT HAVE DRYER VENTS AS REQUIRED. ALL OTHER MECH OK. Insoection History Item: 200 MECH-Rough "" Approved " 04/06/OT Inspector: JRM Action: AP APPROVED Comment: Item: 310 MECH-Heating Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods "Approved "* 03/16/07 Inspector: JEC Action: PA PARTIAL APPROVAL Comment: Bath Exhaust fans apv,d 1. Single dryer vent by deck needs termination with back draft damper 2. Location with 2 stacked dryers with vents that tie into one must be changed to 2 seperate dryer exhausts with back dampers 03/20/07 Ins ector: JEC Action: AP APPROVED Comment: W~ST SIDE. CORRECTIONS COMPLETE Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final 01/07/08 Inspector: shahn Action: CR CORRECTION REQUIRED Comment: THE EHU DRYER AND THE CLOSET DRYER NEAR MAIN ENTRANCE DO NOT HAVE DRYER VENTS AS REQUIRED. ALL OTHER MECH OK. REPT131 Run Id: 7819 01-04-2008 4:28 nm A/P/D Information Inspection Request Reporting VaiI~C,~ .City pf Requested Inspect Date: Monday, January 07, 2008 Inspection Area: CG Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR Activity: M06-0372 Type: B-MECH Sub Type: NDUPConstType: Occupancy: Use:Owner: NEDRELOW, JEANNE - KJESByO, ROLAND Page 8 Status: ISSUED Insp Area: CG Contractor: WESTERN FIREPLACE SUPPLY, INC. Phone: 668-3760 Description: INSTAL A WOOD BURNING FIREPLACE WITH GAS LOG SET IN A NEW DUPLEX Requested Insoectionls) Item: 390 MECH-Final Requestor: WESTERN FIREPLACE SUPPLY, INC. Comments: will call Carl 977-0336 Assigned To: JMONDRAGON Action: Time Exp: f Inspection History Requested Time: 11:00 AM Phone: 668-3760 -or- (970) 827- 9623 Entered By: DGOLDEN K C Item: 200 MECH-Rough ** Approved **02/01/OT Inspector: shahn Action: PI PARTIAL INSPECTIONComment: EAST SIDE GAS LOG ROUGH APPROVED. 03/15/07 Inspector: JEC Action: DN DENIEDComment: 1. Need installation instructions for all models on site. 2. Install per instructions. Screw required in felts 3. Need all framing done to check for clearances 03/20/07 Inspector: JEC Action: AP APPROVEDComment: INSTRUCTIONS ON SITE. LIVING ROOM FRAME NOT DONE. CABINETS ARE BEING BUILTAROUNDFIREPLACE. CHECK CLEARANCES AFTER CABINETS ARE INSTALLEDItem: 310 MECH-HeatingItem: 315 PLMB-Gas PipingItem: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final REPT131 Run Id: 7448 01-03-2008 Inspection Request Reporting Page 9 7:22 am ~/~, CO -City Of Requested Inspect Date: Thursday, January 03, 2008 Inspection Area: CG Site Address: 3877 LUPINE DR VAIL 3877 LUPINE DR A/P/D Information Activity: P06-0074 Type: B-PLMB Sub Type: NDUP Status: ISSUED Const Type: Occupancyy: Use: Insp Area: CG Owner: NEDRELOW, JEANNE - KJES60, ROLAND Applicant: MEADOW MOU v r~ BING/HEATING Phone: 970-479-2981 Contractor: MEADOW UNTAIN PLU ING/HEATING Phone: 970-479-2981 Description: SANIT Y WORK VENTING ND HOT AND COLD WATER DISTRIBUTION SYSTEM FOR THE NEW CON N bF A DUPL Requested InsD~ltion(sl I 290 PLMB-Final rcequestea i e: ua:su v-m Requ st MEADOW MOUNTAIN PLU BING/HEA e: 970-479-2981 Com a s: WILL CALL-JAMIE 904-007 Assig d o: JMONDRAGON I ntered By: DGOLDEN K cti n: T me Exp: Insoection istorv Item: 210 LMB-Under ro ** Approved ** 12/ pector: shahn Action: AP APPROV Comment: Under round a roved. 10ft head . 09/29/06 Inspec~or: JE~ Action: DN DENIED Comment: 1] Backward slope of pipe. 2] ipe sagging in mud. 3] building drain outside not on firm base. supppported by rocks up off ditch bottom. install base at correcf slope & properly bed pipe Item: 220 PLMB-Rou h/D.W.V. ** Approved ** 12/21/06 Inspector: NSC Action: AP APPROVED Comment: 1. on DWV kit drain, is in exterior soffit be sure to check for insulation. 01/09/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: WEST SIDE ONLY AND EHU 7# AIR TEST Item: 230 PLMB-Rough/Water ** Approved ** 12/08/06 Insppector: GCD Action: AP APPROVED Comment: 100psi TEST 01/09/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: WEST SIDE ONLY AND EHU. 100 # AIR TEST Item: 240 PLMB-Gas Pipping ** Approved ** 12/08/06 lns ector: GCD Action: CR CORRECTION REQUIRED Comment: 1.T~C-PIPE INSTALLATION GUIDE READ FOR INSPECTION. 2.TRAC-PIPE STRIKE PROTECTION REOD. 12/21/06 Inspector: NSC Action: AP APPROVED Comment: gas pipe corrections are good Item: 260 PLMB-Misc. 10/04/06 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: west: orrections approved Item: 290 PLMB-Final REPT131 Rua Id: 7440 FOUND PIN AND CAP ELEV. = 8385.2' 494' W Ilk 100 YEAR APPROXIMATE LINE W A9CF eR Fq GyF L LOT 7 , o t \ 9 r,, r• INDICATES OUTLINE OF WETLANDS d V U-7 o 1 6 o p ^ 5 o cF a LOT 6 \ O \ 5.8 5.8' Y` 3877 LUPINE DR. O \ 0.843 ACRES e o PEAK EL8405.6 rys• OUTLINE OF FOUNDATION 6110 b/ a• Lp s4 \ CclDRINEWAUYCUl0lDERN 4`/ O 0/ r 1 O o• U N UTILITY EASEMENT FND. NO. 5 REBAR W /WASH ELEV. = 8393.2 RADIUS = 374.76' 20 DELTA 3'43'17" (% ARC = 24.34' TANGENT = 12.17' CHORD = 24.34' BRG = N4413'16 "W CENTERLINE OF CREEK SETBACK 1/ \I/ 1/ 1/ \1/ h O s LOT 5 Q Jo W Cu ow X00 ^a NOTES: v> L L 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE L C'n MONUMENTS FOUND MARKING THE NORTHWESTERLY CORNER OF LOT 7 ANDIi m THE NORTHEASTERLY CORNER OF LOT 7. x o 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY STEWART TITLE OF VAIL ORDER No. 02032618, DATED NOVEMBER 25, 2003. 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 CERTIFICATION SHOWN HEREON. 4) MONUMENTATION AS INDICATED HEREON. 5) LOT 6 IS CURRENTLY UNDER CONSTRUCTION, OTHER FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR NEDSO CONSTRUCTION, THAT IT IS NOT A LAND SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 1/15/2007, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. GRAPHIC SCALE SAMUEL H. ECKER m & COLORADO P.L.S. No. 300V IN FEET } ail a / 1 inch = 20 ft. O qQ u w O O U O OO U U Off' 0 Z OOU W QJIl a 0 cc N Qj Lo h O s o, Q Jo W Cu ow X00 ^a O o v> L L 0 L C'n u, O qQ u w O O U O OO U U Off' 0 Z OOU W QJIl a 0 cc N Qj Lo h O Q i Q W O N 0 mm x o W_ rv- e' i 4