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Home My WebLink AboutPEC130013 Project Name:GOLF COURSE 19TH HOLE PEC Number: PEC130013 Project Description: INSTALLATION OF A NEW #19 GOLF HOLE INCLUDING TEES AND GREEN. Participants: OWNER VAIL COLORADO MUNICIPAL BLDG 04/08/2013 75 S FRONTAGE RD VAIL, CO 81657 APPLICANT VAIL COLORADO MUNICIPAL BLDG 04/08/2013 75 S FRONTAGE RD VAIL, CO 81657 Project Address:75 S FRONTAGE RD W VAIL Location: VAIL GOLF COURSE NEAR THE #12 TEE COMPLE Legal Description:Lot: Block: Subdivision: UNPLATTED Parcel Number:2101-064-0000-3 Comments:See Conditions BOARD/STAFF ACTION Motion By:Kurz Action: APPROVED Second By:Cartin Vote:4-0-1 (Pierce abstained) Date of Approval: 05/13/2013 Conditions: 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: 300 (PLAN): PEC approval shall not be not become valid for 20 days following the date of approval. Planner: PEC Fee Paid: $400.00 D [E IE U 6 1E Department of Community Development Road APR 05 1013 75 South Vail,Frontage 81657 TOWN OF VAIL 3'30?01 a)?— Tel: 970-479-2128 TOWN OF VAIL www,vailgov.com -� Development Review Coordinator Flood Plain Modification Application for Review by the Planning and Environmental Commission General Information: A floodplain modification permit is a permit to allow construction of improvements and/or modifica- tions to the adopted floodplain. Flood Plain Modifications may be approved by the Administrator, subject to review by other Town of Vail departments. No habitable structures or improvements shall be allowed to be constructed within the floodplain. Please see Section 12-21-11-E-2, Floodplain Modification Permit, Vail Town Code for more detailed infor- mation. Vail Town Code can be found on the Town's website at rvww.vailgov.com. Fee: Description of the Request: The Vail Recreation District is seeking a Floodplain Modification Permit for the purpose of constructing a green for the proposed 19th hole of the Vail Golf Course. The proposed location for the 19th green is partially within the 100 yr floodplain. Construction of the green will have no impacts to flooding or adjoining properties. Physical Address: S Frontage Rd E Vail, CO 81657 Parcel Number: 210108114002 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Town of Vail Mailing Address: 75 South Frontage Rd Vail CO 81657 Phone: (970)479-2138 Owner's Signature: A 4W Tkft- ev Primary Contact/Owner Representative: Sc t F. O'Connell Mailing Address: 700 South Frontage Rd East Vail Co 81657 Phone: (970) 390-9731 E-Mail: soconnell @vailrec.com Fax: (970)479-2197 For Office Use Only: Cash_ CC: Visa / MC Last 4 CC # Exp. Date: Auth # Check # Fee Paid: Received From: Meeting Date: PEC No.: I le- Ck3 D O A 3 Planner: Project No: Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision: TOWN OF VAIL JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi-tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi-tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) , a joint owner, or authority of the association, of property located at 1778 Vail Valley Drive (Vail Golf Course, Vail CO 81657) , provide this letter as written approval of the plans dated 04/05/2013 which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include: Installing a new golf green and bunker for the#19 golf hole on the Vail Golf Course. This includes the import of earth material (structural dirt, gravel, sand, topsoil and sod). This also includes the installation of new irrigation equipment as well as new drainage lines. The golf green and bunker will be constructed to the standards and specifications detailed by the golf course architect, Phelps/Atkinson Golf Course Design. (Signature) (Date) Additionally, please check the statement below which is most applicable to you: I understand that minor modifications may be made to the plans over the course of the review process to ensure compli- ance with the Town's applicable codes and regulations. (Initial here) I understand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro- cess, be brought to my attention by the applicant for additional approval before undergoing further review by the Town. (Initial here) IVE *()� PO Box 02123.Glenwood Springs.Colorado 81602.(970)947-9568 January 25, 2013 Thomas Kassmel, PE Town of Vail Department of Public Works Town Engineer 1309 Elkhorn Drive Vail, CO 81632 Phone 970-479-2235 RE: Report describing the As Proposed Floodplain Compliance with Town of Vail regulations for the construction of the 19th Green improvements project Dear Tom, RiverRestoration has performed a floodplain analysis within the reach of Gore Creek, for the Vail Recreation District(VRD); in support of the 19th green Floodplain Modification Permit(FMP). This letter report has been prepared to demonstrate compliance with Town of Vail regulations and Federal floodplain development guidelines. The VRD is seeking a FMP for activities necessary to construct a new green on the Vail Golf Course (VGC),named the 19th green(green). The new green is proposed to be located between the existing 12th Tee Box and the existing 16th green. The proposed green is partially located within the Effective 100 yr Floodplain however; it is located approximately 350 ft outside of the north bank Effective Floodway encroachment station near FEMA river station 178. Construction activities for the green will require the placement of construction fill, of which a portion will be located within the Effective 100 yr Floodplain.Appendix A: Floodplain Map describes the locations of the 19th green along with the delineations of the Effective Floodway and Floodplain. This analysis was performed assuming that no insurable structures will be constructed as part of this project. Effective Conditions The Effective HEC-RAS floodplain model,used in this analysis,was obtained from Town of Vail. This model contains the most current FEMA flood model geometry for Gore Creek within the project reach. The project reach, as described on the Eagle County Colorado,Flood Insurance Study(FIS), is located between FEMA cross sections AN (177) and AO (179). The Effective Conditions model is based off the NAVD 88 vertical datum. Flood flows were based on values reported by the FIS. A 100 year discharge of 1,930 cfs was used to calculate water surface elevations,through the Project reach. Page 1 At%III VE PO Box 02123.Glenwood Springs.Colorado 81602.(970)947-9568 Table 1 100year Flood Elevations for the 19'h Green Topographic Alterations(1,930 cfs) Flooding Source 100 YR Flood lain Floodwa FEMA FIS Cross Sections Effective Model Cross Sections Cumulative Distance Regulatory WSEL Effective Model WSEL Proposed Conditions WSEL Increase Effective Model WSEL Proposed Conditions WSEL Increase # # ft ft ft ft ft ft ft ft 180 41275 8260.7 8260.7 0.0 8260.8 8260.8 0.0 AO 179 40719 8256.7 8256.7 8256.7 0.0 8256.9 8256.9 0.0 178 40244 8254.8 8254.8 0.0 8254.8 8254.8 0.0 177.9 40203 8254.7 8254.7 0.0 8254.7 8254.7 0.0 177.7 40191 8251.3 8251.3 0.0 8251.3 8251.3 0.0 177.5 40143 8251.1 8251.1 0.0 8251.1 8251.1 0.0 AN 177 39742 8246.8 8246.8 8246.8 0.0 8246.8 8246.8 0.0 176 39200 8243.8 8243.8 0.0 8243.8 8243.8 0.0 Page 2 IVE ] M� PO Box 02123.Glenwood Springs.Colorado 81602.(970)947-9568 Proposed Conditions The Proposed Conditions model describes changes to the Effective model geometry, based on proposed topographic alterations at the 19''green. Proposed contours used to develop the Proposed Conditions model were supplied by the design firm of Phelps/ Atkinson. The basis for Effective and Proposed Conditions models elevations is the Colorado ham control point"spraddle", elevation= 8287.40' (NAVD 88). To demonstrate compliance with Town of Vail and Federal floodplain development guidelines, a comparison of the modeled Floodway and 100 yr Floodplain Water Surface Elevations(WSEL)are shown in Table 1. The results of this comparison demonstrate that Proposed Conditions should have no adverse effects upon the efficiency or capacity of the floodway;persons and personal property upstream, downstream and in the immediate vicinity;the 100-year flood profile and channel stability; any tributaries to the main stream, drainage ditches and any other drainage facilities or systems; and do not change the Effective model. The results of the analysis also show that the proposed 19''green project should not increase dangers to life and property due to flooding or erosion damage. Because no increase in WSELs were observed between the Effective and Proposed Conditions models no changes to existing site hydraulics are anticipated. As such,the improvement and its contents should not increase the susceptibility of the project area to flood damage and the effect of such damage on the individual owner. The models results also demonstrate that there is not an increased danger that materials may be swept onto other lands to the injury of others. Furthermore, no impacts to the expected heights,velocity, duration,rate of rise and sediment transport of the floodwaters and the effects of wave action are suggested by the modeled results, at the site. The Vail Golf Course has multiple access roads allowing for river access during flooding. Because this project does not change the BFEs, improvements should not impair the safety of access to the property in times of flood for ordinary and emergency vehicles. Additionally, the costs of providing governmental services during and after flood conditions including maintenance and repair of streets and bridges, and public utilities and facilities such as sewer, gas, electrical and water systems should not be affected. No change in land use is proposed for the construction of the 19th green. Because the project is to be located within an existing fairway of the VGC, improvements are compatible with existing and anticipated development. In addition,the proposed improvements are consistent with the comprehensive plan for the area. The 19`x'green has been positioned as far as physically possible from Gore Creek, in an attempt to minimize impacts to flooding or erosion damage. Moving the improvements completely out of the floodplain was not an option as siting of the new green required it to be between two existing golf holes. The project site is located approximately 350 ft Page 3 IVE �(/� PO Box 02123.GIenwood Springs.Colorado 81602.(970)947-9568 from the north bank of Gore Creek on the existing golf course. The distance from the creek and the existing land use should limit any new adverse environmental effects on the watercourse including erosion of stream banks and stream side trees and vegetation and wildlife habitat. If you have any additional questions or comments in regard to this Floodplain Compliance Report, please contact me at your convenience to discuss. Sincerely, JA40� Jason Carey P.E. River Engineer Jason.carey@riverrestoration.org (970) 947-9568 C.C. Scott F. O'Connell Director of Operations & Facilities Vail Recreation District O: (970)477-5264 C: (970) 390-9731 soconnell @vailrec.com Page 4 aEL PO Box 02123.Glenwood Springs.Colorado 81602.(970)947-9568 Appendix A I Floodplain Map Page i Ni \ J � a \ zi A m m v m D s � m I � i � m ► o i v Z ► \ J A VAIL RECREATION DISTRICT VAIL GOLF COURSE 1 9th HOLE �, ► e FLOODPLAIN MAP o S 1157 VAI L VALLEY DW VE LLC 1418 VAI L VALLEY DW VE LLC 1835 SUNBURST DRIVE LLC 1715 VIA AM ALH CROSSROADS REALTY I NC 6400 S R DDLERS CAN 0 R STE 1200 WI MIBR PAWK FL 32789-1518 1650 FALLW DE RD STE C3 PLAZA TOWER ONE VAI L,CO 81657 G93ENWOOD VI LLACF,00 80111-4958 1992 AI N BI NDBR FAM I LY TWJST AOCARDO FAM I LY LP-GAWJ NGHOUSE, B. ALA PROPERTY I NVESTM ENTS LTD-ETAL 4008 BATW S CT KENT PO BOX 1056 CALABAS4,9 CA 91302 6717 SHAWNEE M ISSON PKWY M FDCN00 CITY 11002 OVERLAND PAFK KS 66202-4022 MEMOO, ALLEN,LA;T?Y M.&LOW L B.ZUG AS9DaATES LLC BAWFETT,KAREN B. 234 CLEARA OOD W 202 FARM RD PO BOX 164 EHREVEDORT, LA 71105 SHERBORN,MA 01770 VAIL,00 81658 BEALS SUSAN K BERNSTB N,PHI U P L&LESJ E S BI W NG9-EY,LUCY C SUSAN K BAE R 2775 BE.LA VI STA DR 1722 ROUTH ST STE 1313 2800 ASFBN CT UNIT SANTA BARBARA,CA 93108 DALLAS TX 75201-2517 VAI L,CO 81657-3618 BOLE N,JAM E5 L&PHYW S G. BOOFBN,STEVEN M.& M AW E A. 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