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HomeMy WebLinkAboutSPRADLEY BARR FORD EXPANSION - BASIC DEVELOPMENT REVIEW - BDR180025 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE RELATED DOCUMENT1218 W. ASH, STE. A, WINDSOR, COLORADO 80550 TEL. 970.674.3300 – FAX 970.674.3303 August 7, 2018 Mr. Shane Boyle City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, CO 80522 Re: Spradley Barr Ford Subdivision – Storm Drainage Letter Dear Shane, We are pleased to submit for your review and approval this drainage letter showing the drainage impacts from the proposed redevelopment at the Spradley Barr Ford site. The project is located at 4809 South College Avenue and currently has an existing structure and an asphalt parking lot on the site. The project will build a 12,000 square foot addition to the existing structure for a body shop. This new structure will be mostly over existing paved areas and major site reconfiguration is not proposed. The proposed improvements will increase the existing impervious area by 945 square feet. The area of the site that will be improved is approximately 0.7 acres. The City of Fort Collins requires a drainage letter along with a grading and erosion control plan if the increase in impervious area is greater than 350 square feet and less than 1,000 square feet. Therefore, the existing and proposed imperviousness of the project area was compared as a part of this study. Exhibits are attached which show that the existing imperviousness area is 30,464 sf while the proposed improvements will increase the imperviousness area to 31,409 sf. The total project area is 31,658 sf; therefore, the proposed improvements will increase the impervious area by 945 square feet. Because the increase in impervious area is less than 1,000 square feet, the City of Fort Collins does not require water quality treatment nor additional onsite detention. The four-step process for selecting structural BMPs is also not required and will not be presented in this letter. Today the area sheets to existing area inlets and storm system that drains east to an existing detention pond adjacent to College Avenue. With the addition of the body shop, flows will continue to sheet in the same direction. The storm system and inlets will be rerouted away from the proposed addition but will tie-into the same existing system. Overland relief is available in the drive aisle in the event the storm sewer becomes plugged or overwhelmed. Mr. Shane Boyle August 7, 2018 Page 2 of 2 1218 W. ASH, STE. C, WINDSOR, COLORADO 80550 TEL. 970.674.3300 – FAX 970.674.3303 We appreciate your time and consideration in reviewing this submittal. If you have any questions or need additional information please feel free to call at any time (970) 460-8471. Sincerely, Michael Oberlander, P.E. Colorado Professional Engineer 34288 Interwest Consulting Group Attachments