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HomeMy WebLinkAboutFORT COLLINS HOUSING AUTHORITY PUD EXPANSION - PRELIMINARY - 28-89C - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORT (2)STORM DRAINAGE REPORT FOR FORT COLLINS HOUSING AUTHORITY P.U.D. February 6, 1992 STEWART & ASSOCIATES, INC. 214 NORTH HOWES STREET FORT COLLINS CO 80521 • • • STEWART&OSSOCIATES Consulting Engineers and Surveyors February 6, 1992 Ms. Susan Duba Hayes Storm Drainage Utility City of Fort Collins P.O. Box 580 Fort Collins, Colorado 80522 Dear Susan: The following is the storm drainage report for the Fort Collins Housing Authority P.U.D. which is the site of their administrative offices at the Southwest corner of West Mountain Avenue and Bryan Street. The address of the site is 1715 West Mountain Avenue, and it is located in the Old Town Basin The site is bounded by West Mountain Avenue on the North, the City Park Softball Parking Lot and then the Larimer County Canal on the East, the City Park Softball Fields on the South, and City Park Nine and the Trolley Barn on the West. The site contains 0.38 acres and slopes from Northwest to Southeast. The site has the Fort Collins Housing Authority's existing office and maintenance building and two small sheds. The Housing Authority is proposing to construct a 2,688 square foot addition to the building and a concrete driveway. The increase of impervious surface is 3,438 square feet which is 20.5% of the site. In the two—year storm, the runoff increases by 0.19 c.f.s., and in the 100—year storm, the increased runoff is 0.95 c.f.s. The site generally drains from the West side of the site Easterly to an existing detention pond in the existing City Park Softball Parking Lot by sheet flow. The asphalt parking .lot has an existing area inlet in a sump condition which discharges into the Larimer County Canal through an 8—inch diameter corrugated metal pipe. A small area of grass at Hole One of City Park Nine drains onto the property as the only offsite drainage. Due to the small size of the proposed addition, relative to the large green area of the softball fields and City Park Nine golf course, we are requesting that no additional detention be required on this site. The runoff will sheet flow at very low velocities over turf to the existing inlet. The time of concentration over the turf is 24 minutes. There is no erosion from the existing site since it is all impervious surface or bluegrass turf. There are no public improvements to be constructed, James H. Stewart and Associates, Inc. 214 N. Howes Street PO. Box 429 Ft. Collins, CO 80522 303/482-9331 Ms. Susan Duba Hayes • Fort Collins Housing Authority P.U.D. February 6, 1992 Page 2 except their new driveway out to Mountain Avenue. The only area that will be disturbed is the 2,688 square foot building and the 750 square foot driveway. The Contractor will 'je allowed seven (7) calendar days to begin construction of the building addition and new driveway after the sod has been removed. If construction is not underway within the time period, erosion control measures will have to be installed per City Criteria and a security submitted. The historic and developed runoff calculations and the grading and drainage plans are enclosed as a part of this report. Sincerely, Ri chard A. Rutherf ord, P. E. & L. S. President jrr enclosures • COMPUTATIONS Stewart & Associates, Inc. 214 N. Howes St. Ft. Collins, CO 80521 (303) 482-9331 Aft 2 A E Date 1_/ 1 �� 9 t_ Client: Fn .r .o . _m) r N o u r i )r A rgocLpSheet No. _-of S mW ChkdBy: Date Project: Fo T Coy _aus Ho s 1 Au-r"ac-iry P. Subject .�To FM Aa A/A) r.. U/VOFF C /A (/ LA7%0,,Jr H►STog ic- ConJDI'TlaNs �)IJsr/AJ A.e.c--.4\. = O, 38 AC-. ZM PE,eVious ge6q = ,j-900 S, F, = O. I3.Ac, 3 4-•7- F'E,-V100J A,eE4 - /O, $G(. 'S.F. = O,ZS�A�. GS 6% Z70 z — Z 4, m I,v. O• S5 4�3 H�JT Q Zy,� = D• 47A l.7 x 0.38 = 0, _'3 Q c. F S, i HIST• Q io 0. 4-7 x 2,15 x O, 3 y,�, - g Tc. = ►%M�ti. Q�ooye = /,zsx 0.47 x S7•3 x 0-36 i DELI E(,op ED C oN D rTiO�y.f AC- = Sv.3% a PEP-vt0Or AP_ EA = %0•/7 Ac. ,7�0 C = X o. S5 3) + (O.Z X 0, 4 447) DES Tc = l• 87 (1,1 — 0. 6 4-) Z.-7Q'YL / A4i411, 0 O.Ssrs v COMPUTATIONS . Stewart & Associates, Inc. 214 N. Howes St. Ft. Collins, CO 80521 (303) 482-9331 Date 1/17%97. Client: Fur rCou fAj-r Houx,,vb Aurti »LrYSheet No. S ofmW Chkd By: Date Project: FaP_'rCO1_L1,uf HDurl,u( AurHoe 1TV R Subject- STQ r M n 2Al Al A r E K UA)CA = ( ALr-l/!_AT/0A)r D Cv. C oAuD. (Con/-r) DEv. zy,e. = p. G 4 x Z, o 'x o; � e, 0, 49 DEv. Q toy2 = O, b 4 X 3.S5: x 0, 3 F-5 0. 9 i � Tc.= I! Ml,v. DEv. Qrooy,e = /.ZSx 0 & 4-X 7�0 x 0,,38 Z. 13 c,F,1. DR,AIAJACoE LON(EEDC-E 0) ;:M0uN7_A11JAVe ILAB I APzE� = 0.8A, 0 LMPEP—•V(Our AeEA C = CO. Z X O- (16 L) �- (/ x 0. 338) - 0•.4-7 4-1 O ¢ `/3 I I Iooye. TG bb7 ��' f- (/.ZSxo4?)� 700%Z Q- M1N. 0.4-�'3 Qtooy/e = 1•ZSx0•¢7x c..F.P, 0