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HomeMy WebLinkAboutHILL POND EAST SUBDIVISION PRELIMINARY - 35 92 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTPRELIMINARY 11 ' 1 �1:Ie14;IN9111147 FOR ,HILL POND EAST June 1, 1992 STEWART & ASSOCIATES, INC. 103 SOUTH MELDRUM FORT COLLINS, COLORADO 80521 303/482-9331 w FIrolore—t-RA c !s a tn n-I rn Bay fol o"ve fe 8; r kee John% W.: :Drav* � Rd.', a F. "I,J PRELIMINARY DRAINAGE REPORT HILL POND EAST 6111URVIOU8[11 The site is located in the Northwest a of Section 23, Township 7 North, Range 69 West of the 6th P.M., Fort Collins, Larimer County, Colorado. The site is 35.4439 acres more or less. The site is bounded on the south and east by undeveloped property which is presently owned by C.S.U.R.F., on the north by Spring Creek, and on the west by the Sundering Townhomes Development which is currently being developed and by Wilderland Condominiums P.U.D. which is undeveloped. The site is in the Spring Creek Drainage Basin. EXISTING CONDITIONS The existing site is currently in grass and hay. There are two wetland areas as defined by the Army Corps of Engineers on May 27, 1992. The combined area of wetlands is one acre more or less. The north portion is now located in the F.E.M.A. 100-year floodway or flood plain. The City has relocated Spring Creek in areas and has done improvements that will modify the existing F.E.M.A. maps. When -the improvements are approved and accepted by F.E.M.A., the site will not be in the 100-year flood plain. The site currently drains west to east at about 0.7% slope. Sundering Townhomes and Hill Pond developments drains onto the site. Also, the runoff from the area below Larimer County Canal No. 2, the C.S.U.R.F. property, flows onto the site. This area is 31 acres more or less. There is no offsite runoff from the north or east onto the site. DEVELOPED CONDITIONS The site will be developed into 100 single-family lots and Tract "A" which is for future development. Because the site is located next to Spring Creek, there will be no onsite stormwater detention required. A storm sewer system will be required to route flows to Spring Creek. The system will be designed to meet the City's design standards for curb capacity and street capacity. The 2-year runoff from C.S.U.R.F. and the runoff from Hill Pond and Sundering Townhomes will also be considered in the calculation. Tract "B", which is the wetland area, can be used for detention to help reduce the street flows. J.1 4- 1f•7r,>O/J-0:1rj• •`• /.I�i" ", Wa;� r. fa ,% .-v n:0 \•��- -r -- _'�_ `!rl��.,Y „•�-•fiy._�`� ��'_` _,=.r'�•LT".. -. J•- �4 y ft-v '�1 3 /"�� 3i:'raL JF<.x•' ��. `• - � � Sopo •--� �`$�y e''�rY9t?n-z�c•>"`.�`rt:, Y.•v,r _ _ / �1 tl'lnN'/ - Y - �. '' ! 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