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Diagram for the sU`r,osff„'Iter's formula for circular p!p ll s • Z STOR LOVELAND DRAINAGE CRITERIA MAIL WEIR FLOW COEFFICIENTS TABLE 704 SHAPE COEFFICIENT COMMENTS Sharp Creste3— - Projection Ratio (H/P = 0.4) 3.4 H 21.0 Projection Ratio (H/P = 2.0) 4.0 H 21.0 Broad Crested _ w/Sharp U/S Corner 2.6 Minimum Value w/Rounded U/S Corner 3.1 Critical Depth Triangular Section - A) Vertical U/S Slope - 1:1 D/S Slope... 3.8 H !O.7 4:1 D/S Slope. 3.2 H >0.7 10:1 D/S Slope 2.9 H 2O.7 B) 1:1 U/S Slope - 1:1 D/S Slope 3.8 H 21.0 3:1 D/S Slope 3.5 Trapezoidal Section 1:1 U/S Slope, 2:1 D/S Slope 3.4 H >1.0 2:1 U/S Slope, 2:1 D/S Slope 3.4 H 21.0 Road Crossings Gravel 3.0 H__>1.0 Paved 3.1 H> 1.0 •� •t .J Y .• •J •1 .J Ot G•tt 0. GM•Mt•Gt MGt he ADJUSTMENT FOR TAILWATER WRC ENG. REFERENCE: King Brater, Handbook of Hydraulics, McGraw Hill Book Company, 1963 '-739- No Text rI. c 7r A19 Solutions by I{jittcr's Formula55 Fig. I'l. Di-tgrmn for the sOlutio" of heaters iulp-- fl,,V"jllg full. pwe \r DRAINAGE Ch. , ERIA MANUAL RUNOFF 50 30 1— 2 0 Z w U Cr W 10 Z w a OJ 5 N w cr 3 O Ucc 2 w a .5 .1 .2 .3 .5 1 1S 2 3 5 10 VELOCITY IN FEET PER SECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. �■ I I NONE= ���� MONSOONIi1011 IM►AMIF IN 1101 IN ■■� ■■��►�■�iWM■ri■■r�rA�■■M■■■■■�■ 01 ■FAM■■ =I MMM■■ ■■� �N FAMs i■■.1..■mm...C■■.� *MOST FREQUENTLY OCCURRING `UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55, USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL ' DISTRICT DRAINAGE CR ARIA MANUAL ,�s1„Zv' 50 I_ 2 0 z w U w a 10 z w a OJ 5 to w ¢ 3 U 2 uj t- 1 RUNOFF s- 97 �o�c/e lc mill VA 0 no MINE I IN 0 PAI I' I' FAME" =A110WMIN ►�■�A■►A�■■■� ■■■■FAA:FA:� 1VAN �CC:0::IIMEI 2 3 5 1 ,'S 2 3 5 10 20 VELOCITY IN FEET PE SECOND FIGURE 3-2. _ESTIMATE OF AVERAGE FLOW VELOCITY FOR i USE WITH THE RATIONAL FORMULA. *MOST FREQUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. 'l REFERENCE: "Urban Hydrology For Small Watersheds" Technical i n, Release No. 55, USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT BOSTON CHICHEN THE MASS DIAGRAM FOR THE DETENTION BASIN M 30 w , 25 U (� 20 C c0 U " 7 Q ji i H 15 C) 10 O 5 0 i ZMA FEE _ 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 135.0 150.0 165.0180.00 TIME IN MINUTES IM Total Runoff Vol. Od Allowable Discharge Vol. NOTE: Discharge plot does not appear linear since time are not uniformly spaced THIS MASS DIAGRAM TABLE IS FOR USE IN ESTABLISHING THE STORAGE VOLUME REQUIRED FOR THE 100 YR. STORM EVENT BOSTON CHICKEN DETENTION SIZING 0.77 = Runoff (c) 2.70 = Area (acres) 1.99 = Release 0(2)*** TIME (min) INTENSITY (in/hr) C*Cf*A (sq.ft.) RUNOFF (cu/ft) OUTFLOW (cu/ft) STORAGE (cu/ft) 5.0 7.00 2.60 5457.4 597.0 4860.4 10.0 7.00 2.60 10914.8 1194.0 9720.8 15.0 6.10 2.60 14267.1 1791.0 12476.1 20.0 5.20 2.60 16216.2 2388.0 138282 ..25.0 4.68 2.60 18243.2 , 2985.0 15258.2 30.0 4.15 2.60 19412.7 3582.0 15830.7 35.0 3.83 2.60 20901.7 4179.0 16722.7 40.0 3.50 2.60 21829.5 4776.0 17053.5 45.0 3.25 2.60 22804.0 5373.0 17431.0 50.0 3.00 2.60 23388.8 5970.0 17418.8 55 0 2 80 260 240125 6567 0; t7445.5' 60.0 2.60 2.60 24324.3 7164.0 17160.3 70.0 2.33 2.60 25431.4 8358.0 17073.4 80.0 2.05 2.60 25571.7 9552.0 16019.7 90.0 1.88 2.60 26382.5 10746.0 15636.5 100.0 1.70 2.60 26507.3 11940.0 14567.3 110.0 1.58 2.60 27099.8 13134.0 13965.8 120.0 1.45 2.60 27131.0 14328.0 12802.9 135.0 1.33 2.60 27996.3 16119.0 11877.3 150.0 1.201 2.60 28066.5 17910.0 10156.5 165.0 1.131 2.60 29072.2 19701.0 9371.2 180.00 1.051 2.60 29469.8 21492.0 7977.8 *** NOTE: -If C * Cf > = 1 , then C * Cf = 1 is used STEWART&ASOCIATES 103 S. 2-9MEL�33.,FAX UM, FORT COLLINS, CO 80521 PH. 481 482-9382 Consulting Engineers and Surveyors By: Date: Client: Sheet No. of Project: -Z Subject: ///l -7 j 4� .._ i. 'I � i.'. i ( ._t I �. I i f I I � I i �/ I I I I i r I 7I � I ; i , q17 STEWART&A.i.SOCIATES 103 S. MEL933, FAX , FORT COLLINS, CO 80521 PHA82-1 482-9382' Consulting Engineers and Surveyors By: Date: Client: 2� Sheet No. of Project: Subject: -- ---- ---- ---- �-- {_I_ i_ � .i 1. ' - -- ; I 7. A ... ---- ---- - - ---- 7-1 t5l (- 1�GII� i I I. z�. J Z� lil� it STEWART86,.SOCIATES 103 PH. S. M 9331 FAX ELL -.JM, FORT COLLINS, CO 80521 482-482-9382 Consulting Engineers and Surveyors By: Date: Client: Sheet No. of Project. Subject: fir 71 7— ----- ----- -- I .. ... ...... ` I L I i �;! I! I STEWART&&,.S0CIATES 103 S. M 9331 ELL FAX J M, FORT COLLI NS, CO 80521 PH. 482-482-9382 Consulting Engineers and Surveyors, By: Date: Client: Sheet No. of Project: Subject: 7-7- ---- ---- - -1 T I 1,5 1171 Id A � 114ele 7 F 10�01 f ,� iI STEWART&A,.�OCIATES 103 S. 2-9331 FAX MELL- -iM, FORT COLLINS, CO 80521 PH. 48482-9382 Consulting Engineers and Surveyors -7- By: Date: Client* Sheet No. = of Project:Subject: -7 T­ rr -7. - is _ .._::.::I _-j I -- - - i __ _.__ .. _ ._ : � � , :.: . STEWART&k.,,,S0C1ATES 103 S. MELL,..JM, FORT COLLINS, CO 80521 PH..482-9331 FAX 482-9382 Consulting Engineers and Surveyors By: Date: Client: Sheet No. Of Project' Subject: 15 -T. I Al rye _ l �J- 7 4�, -4- A JL 1 '171 i-47 I i � l j i i _I_. I! � j ;. j Boston Chicken Site Page 2 EROSION CONTROL: The north site is Phase I of this project. The construction sequence for both phases will be to first do the rough grading of the site, including the construction of the detention pond. The foundation of the proposed building will then be constructed. The drainage pipes and water and sewer services will then be constructed. The curbs and paving will then be constructed, and the last phase will be landscaping. Erosion control will be provided on each site at the time the rough grading is started. A silt fence will be placed along the east property line to mitigate the prevailing northwest wind. The outlet pipe from the detention pond will have a straw bale filter placed as soon as it is constructed. The two area inlets will also have straw bale filters as soon as the storm pipes are laid. Gravel filters will be placed at the area inlets when they are constructed. The filters will remain in place until the landscaping is completed. At the time Phase II (south site) is planned, an erosion control plan will be provided for the specific layout. Franklin D. Blake, P.E. & L.S. enclosures PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR BOSTON CHICKEN SITE LEMAY AVENUE AND PENNOCK P.U.D. EXISTING SITE: This proposed site is located in the Northwest a of Section 18, Township 7 North, Range 68 West of the Sixth P.M., Fort Collins, Larimer County, Colorado. The site is bounded on the west by South Lemay Avenue, on the north by the Lemay Animal Clinic and the Robinson Press building, on the east by medical office buildings, and on the south by a medical office building and by a restaurant (Godfathers Pizza). The net site area is 2.0 acres. The gross site area which includes the East z of South Lemay Avenue is 2.4 acres. The proposed site was the location of the old Fort Collins sales barn, a railroad spur, two houses, a garage and a barn. The architectural survey of this site completed in 1971 is included as Exhibit "A" with this report. All structures were removed from this site before 1984. See Exhibit "B" which is part of the City aerial photograph taken in 1984. The proposed site slopes northeast at a slope of 1.6 percent. The site is covered with grass and weeds. Runoff from Lemay Avenue flows to the north. There is no offsite runoff from the west, north or east. Undetained runoff from the existing restaurant and a small portion of the medical office building south of this site crosses over the proposed site. The area of this offsite flow is 0.7 acres. See.the crosshatched area on Exhibit "B". DRAINAGE CRITERIA: Due to the small basin size, the Rational Method has been used to determine peak runoff rates and required detention pond volumes. Design factors used are in accordance with the recommendations and criteria of the City of Fort Collins Storm Drainage Design Criteria and Construction Standards Manual. DEVELOPED SITE: The site will be developed into two commercial building sites with parking, access roads and landscaping areas. Only the north building site will be constructed at this time. The proposed building will be a Boston Chicken Restaurant. The design concept is to detain the 100—year runoff onsite in a pond on the north side of the site and release at the historic release rate into the existing storm drain system on the west side of Lemay Avenue constructed with the Riverside Shopping Center. Two small additional ponds are in the parking lots. Existing runoff on Lemay Avenue will not be routed through this site. To compensate for this undetained runoff, this project will detain onsite runoff from 0.4 acres of the existing offsite runoff from the south. The remaining 0.3 acres of offsite runoff will also be detained and released at the two—year historic rate. VICINITY MAP PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR BOSTON CHICKEN SITE LEMAY AVENUE AND PENNOCK P.U.D. PREPARED FOR ZTI GROUP DECEMBER 1, 1993 STEWART & ASSOCIATES. INC. 103 SOUTH MELDRUM STREET FORT COLLINS, COLORADO 80521 303/482-933,1