Loading...
HomeMy WebLinkAboutHARMONY TECH. PARK AMENDED ODP - 12-97C - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTVICINITY MAP f� N.T.S. TST, INC. Introduction This report presents the results of a conceptual drainage evaluation for the Harmony Tech Park project. An analysis of the overall drainage of the site was performed for the purpose of describing conceptual drainage patterns and release rates for submittal as part of an Overall Development Plan (O.D.P.). Project Location and Description The Harmony Tech Park project is located in the Harmony Corridor Plan, and encompasses approximately 262-acres. The site is comprised of the following approximate areas and categories: • 160-acres for primary use, • 70-acres for secondary use, and • 32-acres for Celestica of Colorado. This site is located in Section 4, Township 6 North, Range 68 West of the 6`s Principal Meridian, Larimer County, Colorado. This site is bounded on the north by Harmony Road (State Highway 68), on the west by County Road 9, on the south by the proposed Willow Brook development, and on the east by Fossil Creek Ditch. A vicinity map illustrating the project location is provided in Figure 1. Previous Studies The "East Harmony Portion of McClellands Creek Master Drainage Plan Update, Final Report" (ICON Engineering, Inc., August 1999) was reviewed prior to the preparation of this report. Pertinent information from this report has been included. City of Fort Collins staff provided additional information. Historic Conditions This site consists of Celestica of Colorado, Harmony Home, agricultural fields and open space. The terrain generally slopes to the east toward the Fossil Creek Reservoir Inlet Ditch. The agricultural lands have variable cover ranging from dense vegetation to little cover. Drainage Plan Development The proposed drainage plan consists of overland and gutter flow. The runoff will sheet flow across landscaped yards, parks, and parking lots, then concentrate at proposed streets. Gutter flow in streets will be collected at low points via inlets and piped to detention ponds. The release rate for the property, per the Master Plan update, is 0.5 cfs/Ac. For the site's 262-acres, a runoff of 131 cfs (0.5 cfs/Ac x 262 Ac) is expected. Detention ponds and release structures will be sized accordingly as a part of the Project Development Plan (P.D.P.) process. TS February 24, 2000 Mr. Basil Hamdan City of Fort Collins Stormwater Utilities Department P.O. Box 580 Fort Collins, CO 80522-0580 Re: Harmony Tech Park Project No. 0788-070 Dear Mr. Hamdan: We are please to submit this Conceptual Drainage Letter Report for the Harmony Tech Park project. This report includes project location and description, previous studies, historic conditions, and developed conditions to determine the expected runoff. We look forward to your review and comments and will gladly answer any questions you may have. Sincerely, TST, INC. CONSULTING ENGINEERS Fraser Walsh Steve F. Humann, P.E. TST, INC. Consulting Engineers 748 Whalers Way - Building D Fort Collins, CO 80525 (970) 226.05S7 Metro (303) 595-9103 Fax (970) 226.0204 Email info@tstinc.com www.tstine.com 102 Inverness Terrace East Suite 105 Englewood, CO 80112 (303) 792.0557 Fax (303) 792.9489