Loading...
HomeMy WebLinkAboutLot Certifications - 11/04/199611/04/1996 18:17 9702260204 TST INC FC PAGE 02 Mr. Basil Hamden City of Fort Collins Stormwater Utility Dept 235 Mathews Street Fort Collins, CO $0522 Be: (DWbw Rta(ge. Ph= 3,'Lot 38 L1►adnatgs Cerdf OMVM Project Na 10-746-050 Dear Basil: November 4, 1996 ►1-5-9� )O:O-4a• m - We conducted a survey today, November 4, 1996 on Lot 58 of Dakota Ridge, phase 3 for the purpose of certifying the drainage &cWties on or adjacent to this lot. The only finality associated with this lot is a Swale along the gear (north) lot line. I have attached hero a copy of our survey field notes showing an arbitrary bench mark of 100.00 at gwmp slab, a 101.23 at tear patio door, and from 93.29 to 93.66 at fiowline of Swale. The Swale is defined on both sides by timber planter boxes and as such, we calculated the capacity of the Swale which is 13.3 feet wide, approximately 0.75 Aw deep and has side slopes that vary from 3:1 to 9.5:1. I have attached a basin delineation map and channel capacity calculations for your review. It is our opinion that the channel, which was desk with 4:1 side slopes is sufficient in its current condition to carry the design flows. U Is also our findings that the structure is built at sufficient elevation to be above the 100 year storm flow by more than 5 feet. If you should require any additional information, please dQA0t hwit1te to call me. Respectfully, TST, INC. CONSULTING ENGMM ,J:�O �V4014�� Steve F. Humann, P.E. SFH1nr TSTr INC. S,�ro� C9nsulung Ec gineas � � CW) moo) ru tstW u6oms lmhw rcnwrld � 317D OD112 FLU OW) 792-9W No Text 11/j04/1996 1B:17 9702260204 TST IIkd FC 1 PAGE 04 A6� F. 0 11/04/1996 18:17 9702260204 TST INC FC PAGE 05 TST, INC. ConwlJing Engineers q CLIENT CD L PROJECT 4A;kv7A Ro'l) z >C:L:✓G 3 CALCeunoNSPOq N►DE er L DAM /�CN6cam er DATE SHEET • OF //Jss/(,N Jc'�uN► iM' cfi:i,rt c:� r. '{� CO 'f •i 7in14 iq• . ' ��Y�!�!S`'��.,',">..'�,l�('"'.�'�•,_:JI•_'4�t!p4:Y..: O_.._ rr �_ mot}:_. r'��:1 ."'.: i�. 1-,i�a�:.�it i.-.ELT 1�. +-� 4�•K�%i .T l 1'/Ii0f�.S��.�.., �.. _...._. I.,A C o. „yam, = 7.o•;N/N.n�..�:.::��•'.::_r .t . 1-AA I .� w.r. _ —....:'L j. c5ofir 1A?V&r4-f�, r- - ... _ .i ..... J . b,• , U.�t:. Cd../aJ:t� ',s:oit,�S[✓�'oF S•,:•.r.._�,��.; SES' AvLAC w GMT" 11/04/1996 18:17 9702260204 Path: C:\UTILS File: DR-.OT58. TST INC FC 1,243 .a.. 11-04-96 3:21:34 pm PAGE 06 Page 1 DAKOTA RIDGE FILING 3 --- TAT 58 DRAINAGE SWALE CERTIFICATION INPUT DATA: DISCHARGE = 2.360000 CFS E-- Oiod BOTTOM WIDTH 0.000000E+00 FT BED SLOPE 8.0000009-03 FT/FT SIDE SLOPE 5.000000 MANNINGS N m 6.000000E-02 RESULTS: NORMAL DEPTH = 6.692673R-01 FT 45-- Olt FLOW VELOCITY = 1.054042 FPS HYDR. DEPTH = 3.345449E-01 FT TOP WIDTH = 6,692673 FT FROUDE NUMBER 3.211462E-01 SPECIFIC ENERGY= 6.865189E-01 Fes' INPUT DATA: DISCHARGE = 8.900000E-01 CFE tc--' Qx BOTTOM WIDTH = 0.000000E+00 FT BED SLOPE = 8.000000E-03 FT/FT SIDE SLOPE = 5.000000 MANNINGS N = 6.000000E-01 RESULTS: NORMAL DEPTH = 4.642465E-01 FT i— Ok FLAW VELOCITY 8.256499E-01 FPS HYDR. DEPTH = 2.321911E-01 FT TOP WIDTH = 4.642465 FT FROUDE NUMBER m 3.019571E-01 SPECIFIC ENERGY- 4.748318E-01 FT G 11/04/1996 18:17 9702260204 TST INC FC PAGE 01 4t u YEA COMPANY: FAX NO: FROM: COMPANY: FAX NO; DATE: /% I/r / u _ TIME: SAS PROJECT NO: If transmission ofA pages (including this cover sheet) is not complete, please call: Nicole or Lori at (970) 226-0557 or (303) 595-9103 (Metro Deaver Line) r TST INC. mwmk"V,._ p ImbrMUMTOWMEM GonMt ng Engine = v i oo l m Swu 105 o OD112 blmo �2764"i 09S91CJ x M) 70194N