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HomeMy WebLinkAbout45 University Park Drainage ReportUNIVERSITY PARK TOR # 00-164 Drainage Report Prepared By : Urban Design Group Crystal Park Plaza 2700 Earl Rudder Frwy S, Ste 4300 College Station, Texas 77845 (979) 696-9653 ph (979) 696-9752 fax Prepared for: SSRS Steven Ross Fred Bayliss 410 South Texas Avenue College Station, Texas 77840 (979) 846-4242 January 2001 page 1 UNIVERSITY PARK Drainage Report TABLE OF CONTENTS I. Certification II. General Location and Description Ill. Drainage Basins IV. Drainage Design Criteria V. Drainage Facility Design Figure 1. Location Map Figure 2. Overall Drainage Area Map Figure 3. Existing Drainage Patterns Figure 4. Developed Drainage Patterns Figure 5. Grading/Drainage Plan TOR #00-164 page 2 UNIVERSITY PARK Drainage Report page 3 I. CERTIFICATION I hereby certify that this report for the drainage design of improvements for University Park, was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards, for the owners thereof. Registered Professional Engineer State of Texas No . 68243 TOR # 00-164 UNIVERSITY PARK Drainage Report page 4 II. GENERAL LOCATION AND DESCRIPTION A. Location Primary drainage system identified This development lies within the Burton Creek drainage system . The location of the project is shown on the map included in this report . Surrounding developments shown Surrounding developments include University Drive to the South, Holiday Inn Express to the East, Spring Heights apartments to the North, and an office building to the West. This development is located within the University Drive Overlay District. Local streets. drainage systems shown Existing drainage systems include an existing 18 " storm sewer to the Southeast along University Drive. Widening of University Drive by TxDot is planned for construction in the near future, including drainage improvements with a 24 " storm sewer. The site is located near the top of a hill with a small amount of offsite flow coming from the Southeast corner of the adjacent undeveloped lot. The plans reflect the future improvements on University Drive by TxDot. B. Description of Property Acreage of project The acreage of the site is 3.219 acres. Land cover described The site is currently partially developed with an existing gas distribution center. The existing land cover surrounding the distribution center is grassland with a few large trees. Primary/secondary systems within property shown No primary or secondary systems are currently on the subject tract. The project will include a detention pond, underground storm sewer from the parking lots to the detention pond, and underground storm sewer from the pond entering the proposed (secondary) TxDOT storm sewer. There Is an existing 18" (to be improved to a 24" by TxDOT) storm sewer (secondary system) at the Southeast corner of the site. General description The project consists of 3 office buildings with associated parking, utility, and drainage improvements. TOR# 00-164 UNIVERSITY PARK Drainage Report page 5 Ill. DRAINAGE BASINS AND SUB-BASINS A. Drainage Basins References to FIRMS if applicable The subject tract is located in FIRM# 48041C0142C , but is not located within the limits of the 100 year floodplain as determined by FEMA. Secondary system flow patterns and impact of development on existing system Because the project is proposing onsite detention, no increase in runoff is expected to the adjacent downstream system or properties . Proposed pathways to Primary system shown or described The proposed pathway to the primary system (tributary to Burton Creek) is via storm sewer and public rights of way. IV. DRAINAGE DESIGN CRITERIA Any deviation from standards being requested? We are not aware of any deviations from the requirements in the DPDS. Discussion of site constraints and capacities (streets. existing structures. etc.) The grades are set to match existing elevations along the perimeter of the property. The pond depth and outflow structures are constrained by the elevation of the downstream receiving facilities (TxDOT's existing 18 " storm sewer/proposed 24"). Discussion of any applicable previous drainage studies and how this plan will affect it No previous drainage studies were available for the existing 18" other than TxDOT plans. TOR # 00-164 UNIVERSITY PARK Drainage Report page 6 Hydrologic Criteria Rainfall/runoff calculation method described and calculations provided The Soil Conservation Service Curve Number Procedure was used to determine the runoff rates. Curve Numbers were estimated using Table 111-4 of the DPDS. 24 hour rainfall depths were estimated using Table 111-3 of the DPDS. A minimum time of concentration of ten minutes was used in the calculations. The results (hydrographs) for the peak runoff for the pre-and post-developed areas are included in the appendix. Existing Basin Area Q1Q Q25 Q50 Q100 (-) (AC) (cfs) (cfs) (cfs) (cfs) A1 .53 3.19 4 .2 4.96 5.87 A2 1.8 11.4 15 .0 17.3 20.8 A3 34107 4.9 6.5 7.7 9.0 Develo~ed Basin Area Q1Q Q25 Q50 Q100 (-) (AC) (cfs) (cfs) (cfs) (cfs) A1 .29 3.18 3 .8 4 .3 4.9 A2 1.08 11.3 13.6 15.3 17.3 A3+A4 1.84 4.1 5.2 7 .0 8.4 Detention discharge/storage calculation method/calculations The rating tables for reservoir storage/elevation (reservoir routing) procedure Is provided below. The end area method was used to calculate the storage volumes. Main Pond Elev (-) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302 .3 302.8 TOR # 00-164 Storage (cf) 00 119 1876 2222 3778 6951 10105 13258 16412 19565 20511 22087 Pond in Parking Area Elev (-) 298.2 299.0 Storage (cf) 0 1812 UNIVERSITY PARK Drainage Report page 7 Storm recurrence intervals used Return periods used in the analysis include the 10, 25, 50, and 100 year storm events. Discussion of other drainage facility design criteria used if not referenced in Standards The program used for hydrologic computations of the runoff hydrographs and the modeling (routing) of the hydrographs through the detention pond is HydroCaD (version 5. 11 ), a hydrologic modeling tool for civil engineers. The SCS unit hydrograph procedure is used in the hydrologic analysis. The program models multi outlet controls on detention/storage ponds. Calculations used for inlet and flume sizing were taken from DPDS as follows : Q = 3.0 L Y 1·5 Where Q is the capacity in cfs, L is the length of the opening , and Y is the total depth of the water. Capacities were calculated using the 100 year storm for inlets and the 25 yr storm for flumes . Hydraulic Criteria Identify capacity of systems used The maximum capacity of the 18" RCP exiting the detention pond during the 100 yr storm event is 10. 5 cfs. Specify velocities at critical points in system The velocity of the 18" RCP that drains the pond is 5 ft/sec, the 12" RCP along University Drive is 8 ft/sec and the 18" RCP draining into the pond from the parking area is 9.5 ft/sec, all of which are acceptable (15 ft/sec max) in concrete pipe. Landscaped areas have slopes and velocities similar to that pre-developed . No runoff velocities from these areas exceed that allowable for landscaped areas. Identify detention/retention outlet and routing The pond outlet rating table is provided below. A multi-stage outlet system (2 openings) was utilized to control release rates for each design storm. Main Pond Elev (-) 296.2 297.2 298 .2 299 .2 300 .2 301.2 302.2 302.5 TOR# 00-164 Outflow (cfs) 0 .00 0.82 1.25 1.68 2.75 3 .51 5.70 6.18 Pond in Parking Area Elev (-) 298 .2 299 .0 Outflow (cfs) 0 4.61 UNIVERSITY PARK Drainage Report page 8 The results of the various storm routings through the detention pond are provided in the appendix. In summary, Main Pond Pond in Parking Area Storm QPOND Elev Storm QPOND Elev (yr) (cfs) (-) (yr) (cfs) (-) 10 2.72 300 .2 10 3.55 208 .6 25 3.45 301 .2 25 3.98 208 .7 50 5.02 301.8 50 4.27 208.7 100 6.18 302 .5 100 4.61 208 .8 Discussion of other drainage facility design criteria used not referenced in Standards NIA V. DRAINAGE FACILITY DESIGN Discuss drainage patterns/flows (pre vs. post) Existing and proposed drainage patterns are shown on the map provided in this report . Are they draining water onto another property owner?-if so. is it where the water flowed before? and is it not more than what flowed there before? and not faster than it flowed before? The pre-developed runoff exits the site on three sides: University Drive , Holliday Inn, and Spring Heights apts. The developed runoff is less than or equal to the existing amount of the pre-developed runoff onto all adjacent properties. Discuss erosion control measures employed During the construction, temporary erosion control measures include placement of rock rubble at construction entrances, and placement of silt fencing around the perimeter of the downstream ends of the property to prevent erosion until permanent structures have been constructed and sufficient vegetation has been established. The detention pond will also act to help filtrate sediment from runoff. Discuss detention pond design (sideslope . low flow channels. outlet works . freeboard. emergency spillway) There are 4 outlets proposed: 6" opening@ elevation 296.2, a 6" opening at elevation 299 a 5"@ elevation 301 .0 and a 7"@ elevation 301 .1. There is .5 ft (6") of freeboard with the 100 yr storm event. TOR # 00-164 UNIVERSITY PARK Drainage Report page 9 Discuss maintenance access and responsibilities Maintenance responsibilities of the proposed detention pond are with the landowner and would transfer to any new landowners should the facility change ownership. Conclusions In each storm frequency, the post-developed flow was at or below the pre- developed rates . Storm (yr) 10 25 50 100 Appendices QPOND (cfs) 18.59 22.66 26 .32 30 .6 Hydrographs at critical points Attached Storm sewer capacities Attached Storm inlet capacities (inlet control rating) Attached Location map with drainage patterns In report Floodplain map if any attached QPRE (cfs) 19 .5 25.7 29 .9 35.7 Drainage plan with topo (existing and proposed with arrows if needed) On construction drawing sheet C3 attached Details of outlet structures On construction drawing sheet CB attached TOR# 00-1 64 '· ~-­................................... , .. lier 10 the rtood Insurance Rat e ,,1,1p [iicctiv e date shown on this m>p 10 termine when Jctu~nal rates applr to mucturcs in the zones where eleva11ons depths have been established. dete rmine ii flood insurance is avJi lable in thi s community, contact )·our ,ur a n c e Jgcnt or call the Nation.11 Fl ood Insurance Program al (800) 638-6620. J J • 500 APPROXIMATE SCALE 0 E3 E3 E3 SOOFEET l -NATIONAL FLOOD INSURANCE PROGRA~ I I I I , 1 I 1.: 1. 1:11111 1: I !11 !11 l!I I ijj1 l11: i !'I 1 111 11 I / FIRM FLOOD INSURANCE RATE MAP BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 142 OF 250 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS : COMMUNITY HUMBER PANEL SUFFIX BRYAN. CITY Of 480082 014 2 c COLLEGE STA TIO~. C:TY OF 480083 0142 c UN INCORPORA no I.REA S 481195 0142 c Notico 10 User : The MAP NUMBER shown below should be used wben placing map orders ; the COMMUNITY NUMBER shown abowt shoald be used on insurance applications for the subject community . MAP NUMBER 48041 C0142 C ~ EFFECTIVE DATE: JULY 2, 1992 Federal Emergency Management Agency ZONE A ..._,____ ZONE X ZONE X DRAINAGE PLAN WITH TOPO EXISTING AND PROPOSED A2 EX100 2 . 84 I EXISTING DRAINAGE AREA MAP 0, 0 0 ~ ~ A1 D 100 4. 87 cf HOLIDAY INN EXPRESS ~ SCALE 1"•100' PROPOSED DRAINAGE --~~~--~~~~~~~~~======:=~====A-=REA MAP INLET FLUME CAPACITIES Inlet along University Q=3.0 L yu Q=(3.0) (5) (.5)1.5 Qmax=5.3cfs 25 yr storm=2.74cfs Inlet Along Drive Q=3 .0 L y1.5 Q=(3.0) (10) (.5)1.5 Qmax= 10 . 60cfs 25 yr storm=10.08cfs Inlet Calculations Inlets sized for 25 year storm. ( 10 year required) Flume Q=3 .0 L y 1.5 Q=(3 .Q) (4) (.5)1.5 Qmax=4.25cfs 10 yr storm=3.89cfs Q -Capacity in cfs L -Length of the opening which water enters into the inlet Y -Total depth of water or head on the inlet HYDROGRAPHS AT CRITICAL POINTS EXISTING CONDITIONS Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www .hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX Al 10 YEAR PEAK= 3.19 CFS@ 12.03 HRS, VOLUME= .20 AF ACRES CN C= .98 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 13.6 Grass : Short n=. 15 L=235' P2=7 .4 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 3.19 CFS@ 12.03 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 .01 .01 .01 .01 . 01 . 01 .01 . 01 .01 .01 8.00 .01 .01 .01 . 01 . 01 . 01 .01 . 01 . 01 . 01 8.50 .01 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.00 .02 .02 .03 .03 .03 .03 .03 .03 .03 .03 9.50 .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 10.00 .04 .04 .05 .05 .05 .05 .05 .06 .06 .06 10.50 .06 .07 .07 .07 .08 .08 .08 .09 .09 . 10 11. 00 . 10 . 11 . 11 . 12 . 13 . 14 . 15 . 16 . 17 . 18 11. 50 . 19 . 21 .25 .33 .48 .69 .96 1. 33 1. 85 2.53 12.00 3.09 3. 14 2.64 1 . 95 1. 39 1. 04 .82 .68 .58 .51 12.50 .45 .40 .36 .33 .30 .29 .27 .26 .25 .24 13.00 f .23 .23 .22 . 21 .20 .20 . 19 . 19 . 18 . 18 13.50 .17 . 17 . 17 . 16 . 16 . 15 . 15 . 15 . 14 . 14 14.00 . 14 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 14.50 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 15.00 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 15.50 . 10 .09 .09 .09 .09 .09 .09 .09 .09 .08 16.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .04 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5 .11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT EX Al 25 YEAR PEAK= 4.20 CFS @ 12.01 HRS, VOLUME= .25 AF ACRES CN C= .75 .53 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min)_ TR-55 SHEET FLOW 12.5 Grass: Short n=. 15 L=235 ' P2=8.8 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 Hyd roCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.20 CFS @ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 : 0.00 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 . 01 7.00 : .01 .01 . 01 .01 .01 .01 .01 .01 .01 . 01 7.50 : . 01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 8.50 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 9.00 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 10.00 .07 .07 .07 .07 .08 .08 .08 .08 .09 .09 10.50 . 10 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 14 . 14 11 . 00 . 15 . 16 . 16 . 17 . 18 .20 .21 .22 .24 .26 11. 50 .27 .29 .35 .49 .72 1. 02 1. 39 1. 90 2.63 3.53 12.00 4. 17 4.00 3. 15 2.20 1 . 55 1 . 16 .93 . 77 .. 67 .59 12.50 .53 .47 .42 .39 .37 .35 .33 .32 . 31 .30 13.00 .29 .28 .27 .26 .25 .24 .24 .23 .23 .22 13.50 . 21 .21 .20 .20 . 19 . 19 . 18 . 18 . 18 . 17 14.00 .17 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 14.50 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 15.00 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 15.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 16.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 16.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 17.00 .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 17.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 18.00 .08 .08 .08 .08 .08 .08 .08 .07 .07 .07 18.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 19.00 t .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 .05 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5 .11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A1 50 YEAR PEAK= 4.96 CFS@ 12.01 HRS, VOLUME= ACRES CN C= .98 .53 75 .29 AF SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11. 8 Grass: Sho rt n=. 15 L=235' P2=9.8 in s=.0 17 '/' Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.96 CFS@ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 : 0.00 . 01 .01 .01 . 01 . 01 . 01 . 01 . 01 . 01 6.50 : .01 . 01 .01 . 01 .01 .01 . 01 .01 . 01 . 01 7.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 : .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 8.00 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 8.50 : .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 9.00 : .05 .05 .06 .06 .06 .06 .06 .06 .06 .06 9.50 I .06 .06 .06 .07 .07 .07 .07 .07 .08 .08 10.00 .08 .09 .09 . 09 . 10 . 10 . 10 . 11 . 11 . 12 10.50 . 1 2 . 12 . 13 . 13 . 14 . 15 . 15 . 16 . 17 . 18 11 . 00 . 18 . 19 .20 .21 .23 .24 .26 .27 .29 .31 11 . 50 .33 .36 .44 .62 . 91 1. 28 1. 73 2.35 3.24 4.30 12.00 4.95 4.57 3.43 2.33 1. 63 1. 23 .99 .84 .73 . 65 12.50 .58 .52 .47 .44 .41 .39 .37 .36 .35 .34 13.00 .32 . 31 .30 .29 .28 .27 .27 .26 .25 .25 13.50 .24 .24 .23 .22 .22 . 21 . 21 .20 .20 . 19 14.00 . 19 . 19 . 18 . 18 . 17 . 17 . 17 . 17 . 17 .17 14.50 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 15.00 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 15.50 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 16.00 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 16.50 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 17.00 .10 . 10 . 10 . 10 .10 . 10 . 10 .10 . 10 .09 17.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 18.00 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 18.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 19.00 .08 .08 .08 .07 .07 .07 .07 .07 .07 .07 19.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21. 50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 : .05 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www .hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A1 100 YEAR PEAK= 5.87 CFS @ 12.00 HRS, VOLUME= ACRES CN C= .98 .53 75 .34 AF SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11 . 2 Grass: Short n=. 15 L=235' P2=11 in s=.017 '/' Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 Hyd roCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 5.87 CFS @ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 .01 .01 .01 .01 .01 . 01 . 01 .01 . 01 . 01 6.00 . 01 . 01 .01 .01 .01 . 01 .01 .01 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 8.00 .04 .04 .04 .04 .04 .04 .04 .05 .05 .05 8.50 .05 .05 .05 .06 .06 .06 .06 .06 .06 .07 9.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 9.50 .08 .08 .08 .08 .09 .09 .09 . 10 . 10 . 10 10.00 . 10 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 14 . 14 10.50 . 15 . 15 . , 6 . 17 . 17 .18 . 19 .20 .21 .22 11. 00 .23 .23 .25 .26 .28 .30 .32 .34 .36 .38 11. 50 .40 .44 .54 .78 1. 14 1. 59 2. 14 2.89 3.97 5.23 12.00 5.87 5.21 3.76 2.49 1. 74 1.32 1.08 .92 . 81 .72 12.50 .65 .58 .53 .49 .46 .44 .43 . 41 .40 .38 13.00 .37 .35 .34 .33 .32 .31 .30 .30 .29 .28 13.50 .27 .27 .26 .25 .25 .24 .24 .23 .23 .22 14.00 : .22 . 21 . 21 .20 .20 .20 . 19 . 19 . 19 . 19 14.50 : . 19 . 19 . 18 . 18 . 18 . 18 . 18 .17 . 17 . 17 15.00 . 17 . 17 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 15.50 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 13 . 13 16.00 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 16.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 17.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 17.50 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 .10 .10 18.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .10 .09 18.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 19.00 .09 .09 .09 .09 .08 .08 .08 .08 .08 .08 19.50 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 20.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.00 I .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.50 : .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 23.00 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 : .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 24.00 : .06 -----------·---------------------------- Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT EX A2 10 YEAR PEAK= 11.42 CFS@ 12.01 HRS, VOLUME= .67 AF ACRES CN C= .75 1. 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 12.0 Grass: Short n=. 15 L=257' P2=7.4 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 Hyd roCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 11.42 CFS@ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 7.00 : .01 .01 . 01 . 01 . 01 . 01 .01 . 01 .02 .02 7.50 : .02 .02 .02 .02 .02 .02 .03 .03 . 03 .03 8.00 : .03 .03 .03 .04 .04 .04 .04 .04 .05 .05 8.50 : .05 .05 .06 .06 .06 .06 .07 .07 .07 .08 9.00 : .08 .08 .09 .09 .09 .09 . 10 . 10 . 10 . 10 9.50 : . 11 . 11 . 11 . 11 . 12 . 12 . 13 . 13 . 14 . 14 10.00 I . 15 . 15 . 16 . 17 . 17 . 18 . 19 .20 . 21 . 21 10.50 .22 .23 .24 .25 .27 .28 .29 . 31 .33 .34 11. 00 .36 .38 .40 .42 .45 .48 .52 .56 .59 .64 11 . 50 .68 .74 . 91 1. 28 1. 89 2.70 3.71 5. 11 7. 17 9.69 12.00 11 . 36 10.69 8. 18 5.62 3.94 2.98 2.40 2.03 1. 77 1. 57 12.50 1 . 41 1 . 26 1. 14 1.05 .99 .94 .90 .87 .84 .81 13.00 I .78 .75 .73 .70 .68 .67 . 65 .63 .62 .60 13.50 : .59 .57 .56 .54 .53 .52 . 51 .49 .48 .47 14.00 I .46 .45 .44 .43 .42 .42 .41 .41 .41 .40 14.50 .40 .39 .39 .39 .38 .38 .38 .37 .37 .36 15.00 .36 .36 .35 .35 .34 .34 .34 .33 .33 .32 15.50 .32 .32 . 31 . 31 .30 .30 .30 .29 .29 .28 16.00 .28 .28 .27 .27 .27 .27 .26 .26 .26 .26 16.50 .26 .26 .26 .25 .25 .25 .25 .25 .25 .25 17.00 .24 .24 .24 .24 .24 .24 .24 .23 .23 .23 17.50 .23 .23 .23 .23 .22 .22 .22 .22 .22 .22 18.00 .22 .22 .21 .21 .21 .21 . 21 . 21 . 21 .20 18.50 .20 .20 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 19.00 . 19 . 19 . 18 . 18 . 18 . 18 .18 . 18 . 18 .17 19.50 .17 .17 .17 .17 . 17 .17 . 16 . 16 . 16 . 16 20.00 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 20.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 21. 00 t . 15 . 15 . 15 . 15 . 15 . 15 .15 . 15 . 15 . 15 21.50 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 22.00 .14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 22.50 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 23.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 23.50 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 24.00 . 13 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 25 YEAR PEAK= 15.02 CFS @ 12.00 HRS, VOLUME= .86 AF ACRES CN C= .75 1. 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min)_ TR-55 SHEET FLOW 11. 0 Grass: Short n=. 15 L=257' P2=8.8 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied MicrocomQuter Systems SUBCATCHMENT 1 RUNOFF PEAK= 15.02 CFS @ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 . 01 .01 . 01 . 01 .01 . 01 . 01 . 01 6.50 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 7.00 .03 .03 .03 .04 .04 .04 .04 .04 .04 .05 7.50 .05 .05 .05 .05 .05 .06 .06 .06 .06 .06 8.00 .06 .07 .07 .07 ' .07 .08 .08 .08 .09 .09 8.50 .09 . 10 . 10 . 11 . 11 . 11 . 12 . 12 . 13 . 13 9.00 . 14 . 14 . 14 . 15 . 15 . 15 . 16 . 16 . 16 . 16 9.50 . 17 . 17 . 17 . 18 . 18 . 19 .20 .20 . 21 .22 10.00 f .22 .23 .24 .25 .26 .27 .28 .29 .31 .32 10.50 .33 .34 .36 .37 .39 .41 .43 .45 .47 .49 11 . 00 .51 .54 .56 .60 .64 .69 .73 .78 .84 .89 11 . 50 .95 1. 04 1. 30 1. 89 2.78 3.91 5.30 7.24 10.07 13.37 12.00 15.02 13.23 9.43 6.23 4.36 3.34 2.74 2.35 2.08 1. 86 12.50 1. 67 1. 51 1.37 1. 27 1. 20 1. 15 1. 11 1. 07 1. 03 .99 13.00 .96 .92 .89 .86 .84 .82 .80 .78 .76 .74 13.50 .72 .70 .68 .66 .65 .63 .62 . 61 .59 .58 14.00 .56 .55 .54 .53 .52 .52 . 51 .50 .50 .49 14.50 .49 .49 .48 .48 .47 .47 .46 .46 .45 .45 15.00 .44 .44 .43 .43 .42 .42 .41 .41 .40 .40 15.50 .39 .39 .38 .38 .37 .37 .36 .36 .35 .35 16.00 .34 .34 .33 .33 .33 .33 .32 .32 .32 .32 16.50 .32 .32 . 31 .31 .31 .31 . 31 .31 .30 .30 17.00 .30 .30 .30 .29 .29 .29 .29 .29 .29 .28 17.50 .28 .28 .28 .28 .28 .27 .27 .27 .27 .27 18.00 I .27 .26 .26 .26 .26 .26 .25 .25 .25 .25 18.50 .25 .25 .24 .24 .24 .24 .24 .23 .23 .23 19.00 .23 .23 .23 .22 .22 .22 .22 .22 .22 . 21 19.50 . 21 . 21 .21 . 21 .20 .20 .20 .20 .20 .20 20.00 . 19 . 19 . 19 . 19 .19 . 19 . 19 . 19 . 19 . 19 20.50 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 21.00 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 21.50 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 22.00 . 18 .18 . 18 .17 .17 .17 . 17 . 17 .17 .17 22.50 .17 . 17 .17 .17 . 17 . 17 . 17 .17 .17 . 17 23.00 . 17 .17 .17 . 17 .17 .17 .17 .17 .17 . 17 23.50 .17 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 24.00 . 16 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 'NWW.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 50 YEAR PEAK= 17.31 CFS@ 12.00 HRS, VOLUME= 1.00 AF ACRES CN C= .75 1 . 80 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min)_ TR-55 SHEET FLOW 11 . 0 Grass: Short n=. 15 L=257' P2=8.8 in s=.028 '/' Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 17.31 CFS@ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 .01 .01 .01 . 01 . 01 .01 .02 6.00 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 6.50 .03 .04 .04 .04 .04 .04 .04 .05 .05 .05 7.00 .05 .05 .06 .06 .06 .06 .06 .06 .07 .07 7.50 .07 .07 .07 .08 .08 .08 .08 .08 .09 .09 8.00 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 . 12 . 12 8.50 . 13 . 13 . 14 . 14 . 15 . 15 . 16 . 16 . 17 .17 9.00 . 18 . 18 . 19 . 19 .20 .20 .20 . 21 . 21 . 21 9.50 .21 .22 .22 .23 .23 .24 .25 .26 .27 .27 10.00 .28 .29 .30 .31 .33 .34 .35 .37 .38 .39 10.50 .41 .42 .44 .46 .48 .50 .53 .55 .58 .60 11.00 .63 .65 .69 .73 .78 .83 .89 .95 1 . 01 1. 07 11 . 50 1 . 14 1. 24 1. 56 2.25 3.30 4.63 6.24 8.48 11 . 72 15.47 12.00 17. 31 15. 21 10.83 7. 14 4.99 3.81 3. 12 2.68 2.37 2. 12 12.50 1. 90 1 . 71 1. 56 1. 45 1. 37 1 . 31 1 . 26 1 . 21 1. 17 1 . 13 13.00 1. 09 1. 05 1 . 01 .98 .95 .93 .90 .88 .86 .84 13.50 .82 .79 . 77 .75 .74 .72 .70 . 69 .67 .66 14.00 .64 .62 . 61 .60 .59 .58 .58 .57 .57 .56 14.50 .56 .55 .54 .54 .53 .53 .52 .52 .51 . 51 15.00 .50 .50 .49 .48 .48 .47 .47 .46 .46 .45 15.50 .45 .44 .43 .43 .42 .42 .41 .41 .40 .40 16.00 .39 .38 .38 .38 .37 .37 .37 .37 .36 .36 16.50 .36 .36 .36 .35 .35 .35 .35 .35 .34 .34 17.00 .34 .34 .34 .33 .33 .33 .33 .33 .32 .32 17.50 .32 .32 .32 .31 . 31 .31 .31 .31 .30 .30 18.00 .30 .30 .30 .29 .29 .29 .29 .29 .28 .28 18.50 .28 .28 .28 .27 .27 .27 .27 .27 .26 .26 19.00 .26 .26 .26 .25 .25 .25 .25 .25 .24 .24 19.50 .24 .24 .24 .23 .23 .23 .23 .23 .22 .22 20.00 .22 .22 .22 .21 . 21 .21 . 21 .21 .21 . 21 20.50 .21 .21 .21 . 21 .21 .21 . 21 .21 .21 .21 21.00 : .21 .21 . 21 .21 .21 .20 .20 .20 .20 .20 21.50 : .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 22.00 : .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 22.50 : . 19 . 19 . 19 . 19 . 19 . 19 .19 . 19 . 19 . 19 23.00 : . 19 . 19 . 19 . 19 . 19 . 19 . 19 .19 .19 . 19 23.50 : . 19 . 19 .19 . 19 . 19 . 18 .18 .18 . 18 . 18 24.00 : . 18 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A2 100 YEAR PEAK= 20.84 CFS @ 11. 99 HRS, VOLUME= 1. 17 AF ACRES CN C= .75 SCS TR-20 METHOD 1.80 75 TYPE II 24-HOUR 15 Nov 00 RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 9.8 Grass: Short n=. 15 L=257' P2=11 in s=.028 I/' -------------- Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 20.84 CFS@ 11 .99 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 . 01 .01 . 01 . 01 . 01 . 01 .02 5.50 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 6.00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .06 6.50 I .06 .06 .06 .06 .07 .07 .07 .07 .07 .08 7.00 .08 .08 .08 .09 .09 .09 .09 . 10 . 10 . 10 7.50 . 10 . 10 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 8.00 . 13 . 13 . 13 . 14 . 14 . 14 . 15 . 16 . 16 .17 8.50 . 17 . 18 . 18 . 19 .20 .20 . 21 .21 .22 .23 9.00 .23 .24 .25 .25 .26 .26 .26 .27 .27 .27 9.50 .27 .28 .28 .29 .30 .31 .32 .33 .34 .35 10.00 .36 .37 .38 .40 .41 .43 .45 .46 .48 .50 10.50 .51 .53 .55 .58 . 60 .63 .66 .69 . 72 .75 11. 00 .78 . 81 .85 .90 .96 1.03 1 . 10 1. 17 1. 25 1. 32 11•50 1 1. 40 1. 55 2.02 3.00 4.39 6.06 8.07 10.96 15. 11 19.52 12.00 20.63 16.57 10.82 6.91 4.90 3.85 3.24 2.85 2.55 2.30 12.50 2.08 1. 89 1. 72 1 . 61 1. 53 1. 47 1. 42 1.37 1. 32 1. 27 13.00 1. 23 1 . 18 1 . 14 1. 11 1.08 1.05 1. 02 1.00 .97 .95 13.50 .92 .90 .87 .85 .83 .82 .80 .78 .76 .74 14.00 .72 . 71 .69 .68 .67 .66 .66 .65 .64 .64 14.50 .63 .63 .62 .61 . 61 .60 .59 .59 .58 .58 15.00 .57 .56 .56 .55 .54 .54 .53 .52 .52 . 51 15.50 I .51 .50 .49 .49 .48 .47 .47 .46 .45 .45 16.00 .44 .44 .43 .43 .42 .42 .42 .42 .41 .41 16.50 .41 . 41 .40 .40 .40 .40 .40 .39 .39 .39 17.00 .39 .38 .38 .38 .38 .37 .37 .37 .37 .37 17.50 .36 .36 .36 .36 .35 .35 .35 .35 .35 .34 18.00 .34 .34 .34 .33 .33 .33 .33 .32 .32 .32 18.50 .32 .32 .31 .31 .31 .31 .30 .30 .30 .30 19.00 .29 .29 .29 .29 .29 .28 .28 .28 .28 .27 19.50 .27 .27 .27 .26 .26 .26 .26 .26 .25 .25 20.00 .25 .25 .24 .24 .24 .24 .24 .24 .24 .24 20.50 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 21.00 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 21.50 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 22.00 .23 .23 .22 .22 .22 .22 .22 .22 .22 .22 22.50 : .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 23.00 : .22 .22 .22 .22 .22 . 21 .21 .21 . 21 .21 23.50 : .21 .21 . 21 .21 .21 . 21 .21 . 21 . 21 .21 24.0-0 : .21 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 10 YEAR PEAK= 4.96 CFS@ 12.01 HRS, VOLUME= .29 AF ACRES CN C= . 75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 15 Nov oo SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11. 9 Grass : Short n=.1 5 L=265' P2=7.4 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 4.96 CFS @ 12.01 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 2.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 .01 .01 .01 . 01 . 01 7.50 . 01 .01 . 01 .01 .01 .01 . 01 .01 . 01 .01 8.00 .01 .01 . 01 .02 .02 .02 .02 .02 .02 .02 8.50 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 9.00 t .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.50 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 10.00 .06 .07 .07 .07 .07 .08 .08 .09 .09 .09 10.50 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 13 . 14 . 15 11. 00 . 16 . 16 . 17 . 18 . 19 .21 .22 .24 .26 .28 11. 50 .29 .32 .39 .56 .83 1. 18 1. 62 2.23 3. 13 4.23 12.00 4.95 4.62 3.51 2.41 1. 69 1. 28 1.03 .87 '. 76 .68 12.50 . 61 .54 .49 .45 .43 .41 .39 .38 .36 .35 13.00 .34 .33 . 31 .30 .30 .29 .28 .27 .27 .26 13.50 .25 .25 .24 .23 .23 .22 .22 . 21 . 21 .20 14.00 .20 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 . 17 14.50 .17 . 17 . 17 .17 .17 . 16 . 16 . 16 . 16 . 16 15.00 . 16 . 15 .15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 15.50 . 14 . 14 . 14 . 13 . 13 . 13 .13 . 13 . 13 . 12 16.00 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 16.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 17.00 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 17.50 . 10 . 10 .10 . 10 .10 .10 .10 . 10 . 10 .09 18.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 18.50 .09 .09 .09 .09 .09 .08 .08 .08 .08 .08 19.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 19.50 .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 21.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 24.00 : .06 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 EX A3 25 YEAR PEAK= 6.51 CFS @ 12.00 HRS, VOLUME= .37 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 11 . 0 Grass: Short n=.15 L=265' P2=8.8 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 6.51 CFS @ 12.00 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 f 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 .01 6.50 . 01 .01 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 7.00 . 01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 8.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .06 9.00 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .08 .08 .08 .08 .09 .09 .09 10.00 I . 10 . 10 . 10 . 11 . 11 . 12 . 12 . 13 . 13 . 14 10.50 . 14 . 15 . 15 . 16 . 17 . 18 . 19 . 19 .20 . 21 11. 00 .22 .23 .24 .26 .28 .30 .32 .34 .36 .39 11. 50 .41 .45 .56 .82 1 . 21 1. 70 2.30 3. 14 4.37 5.79 12.00 6.51 5.73 4.09 2.70 1.89 1.45 1 . 19 1. 02 .·.90 .81 12.50 . 72 .65 .59 .55 .52 .50 .48 .46 .45 .43 13.00 .41 .40 .39 .37 .36 .35 .34 .34 .33 .32 13.50 . 31 .30 .29 .29 .28 .27 .27 .26 .26 .25 14.00 .24 .24 .23 .23 .23 .22 .22 .22 .22 .21 14.50 . 21 . 21 . 21 .21 .20 .20 .20 .20 .20 . 19 15.00 . 19 . 19 . 19 . 19 . 18 . 18 . 18 .18 . 17 .17 15.50 .17 . 17 .17 . 16 . 16 . 16 . 16 . 16 . 15 . 15 16.00 . 15 . 15 .15 . 14 .14 .14 .14 . 14 .14 . 14 16.50 .14 . 14 . 14 . 14 . 13 .13 . 13 . 13 . 13 . 13 17.00 . 13 . 13 . 13 . 13 . 13 .13 . 13 . 12 . 12 . 12 17 .50 I . 12 . 12 . 12 . 12 . 12 .12 . 12 . 12 . 12 . 12 18.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 18.50 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 19.00 . 10 . 10 . 10 .10 . 10 . 10 .09 .09 .09 .09 19.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .08 20.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 22.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.00 t .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.50 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 24.00 : .07 Data for upark TYPE II 24-HOUR RAINFALL= 9 .80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5.11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT EX A3 50 YEAR PEAK= 7.65 CFS@ 11.99 HRS, VOLUME= .43 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 10 .4 Grass: Short n=. 15 L=265' P2=9 .8 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 7.65 CFS@ 11.99 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 . 01 6.00 I .01 . 01 . 01 . 01 .01 .01 .01 . 01 . 01 . 01 6.50 .01 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 8.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .08 9.00 .08 .08 .08 .08 .09 .09 .09 .09 .09 .09 9.50 .09 .09 . 10 . 10 .10 .10 . 11 . 11 . 12 . 12 10.00 . 12 . 13 . 13 . 14 . 14 . 15 . 15 . 16 .17 . 17 10.50 . 18 . 19 . 19 .20 .21 .22 .23 .24 .25 .26 11. 00 .27 .29 .30 .32 .34 .36 .39 .41 .44 .47 11. 50 .50 .55 .70 1. 03 1 . 51 2. 11 2.83 3.85 5.33 6.99 12.00 7.63 6.43 4.39 2.84 2.00 1. 55 1. 28 1. 12 .·. 99 .89 12.50 I .80 .73 .66 .62 .59 .56 .54 .52 .50 .49 13.00 .47 .45 .43 .42 . 41 .40 .39 .38 .37 .36 13.50 .35 .34 .33 .33 .32 . 31 .30 .30 .29 .28 14.00 .28 .27 .26 .26 .26 .25 .25 .25 .25 .24 14.50 .24 .24 .24 .23 .23 .23 .23 .22 .22 .22 15.00 .22 .21 . 21 .21 .21 .20 .20 .20 .20 .20 15.50 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 .17 .17 16.00 .17 .17 . 16 . 16 . 16 . 16 .16 . 16 . 16 . 16 16.50 . 16 . 15 . 15 . 15 . 15 . 15 . 15 .15 . 15 . 15 17.00 . 15 . 15 . 15 . 14 .14 . 14 . 14 .14 . 14 . 14 17.50 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 18.00 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 18.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 .12 . 11 . 11 19.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 19.50 . 10 . 10 . 10 . 10 .10 . 10 . 10 .10 . 10 . 10 20.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 20.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.50 .09 >p9 .09 .09 .09 .09 .09 .09 .09 .09 22.00 .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 22.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 23.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 24.00 .08 Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT EX A3 100 YEAR PEAK= 9.03 CFS@ 11.99 HRS, VOLUME= .51 AF ACRES CN C= .75 .78 75 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11 .00 IN 15 Nov 00 SPAN= 0-24 HRS, dt=.05 HRS Method Comment Tc (min) TR-55 SHEET FLOW 9.8 Grass: Short n=. 15 L=265' P2=11 in s=.03 '/' Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net 15 Nov 00 HydroCAD 5. 11 000000 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 9.03 CFS@ 11.99 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 .01 5.50 .01 . 01 .01 . 01 . 01 .01 .01 . 01 .01 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .05 .05 .05 .05 .05 .05 .05 .05 .05 8.00 .05 .06 .06 .0,6 .06 .06 .06 .07 .07 .07 8.50 .07 .08 .08 .08 .08 .09 .09 .09 . 10 . 10 9.00 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 9.50 . 12 . 12 . 1 2 . 13 . 13 . 13 . 14 . 14 . 15 . 15 10.00 . 16 . 16 . 17 . 17 . 18 . 19 . 19 .20 . 21 .22 10.50 .22 .23 .24 .25 .26 .27 . 29 .30 . 31 .32 11. 00 .34 .35 .37 .39 .42 .45 .48 . 51 .54 .57 11 . 50 . 61 .67 .88 1. 30 1. 90 2.63 3.50 4.75 6.55 8.46 12.00 I 8.94 7. 18 4.69 2.99 2. 12 1. 67 1.40 1. 23 J.10 1. 00 12.50 .90 .82 .75 .70 .66 .64 . 61 .59 .57 .55 13.00 .53 .51 .49 .48 .47 .45 .44 .43 .42 .41 13.50 .40 .39 .38 .37 .36 .35 .35 .34 .33 .32 14.00 . 31 . 31 .30 .29 .29 .29 .28 .28 .28 .28 . 14.50 .27 . 27 .27 .27 .26 .26 .26 .25 .25 .25 15.00 .25 .24 .24 .24 .24 .23 .23 .23 .22 .22 15.50 .22 .22 . 21 .21 . 21 . 21 .20 .20 .20 . 19 16.00 . 19 .19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 . 18 16.50 . 18 . 18 . 18 .17 .17 .17 .17 .17 .17 . 17 17.00 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 17.50 . 16 . 16 . 16 . 15 . 15 . 15 . 15 .15 . 15 . 15 18.00 . 15 . 15 . 15 . 14 . 14 . 14 .14 . 14 . 14 . 14 18.50 . 14 .14 . 14 . 13 . 13 . 13 . 13 .13 . 13 . 13 19.00 . 13 .13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 . 12 19.50 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 20.00 . 11 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 20.50 . 10 .10 . 10 . 10 . 10 . 10 . 10 .10 . 10 . 10 21.00 .10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .10 21.50 . 10 .10 .10 .10 . 10 . 10 . 10 . 10 . 10 . 10 22.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 22.50 . 10 . 10 .10 . 10 . 10 .09 .09 .09 .09 .09 23.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 24.00 .09 HYDROGRAPHS AT CRITICAL POINTS DEVELOPED CONDITIONS Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 DV Al to Spring Loop PEAK= 3.18 CFS@ 11.89 HRS, VOLUME= .15 AF ACRES CN .29 89 Method TR-55 SHEET FLOW n=.02 L=127' Comment Segment ID: P2=4.5 in s=.0236 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.9 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec oo Hyd roCAD 5 . 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 RUNOFF PEAK= 3.18 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 .01 . 01 .01 .01 .01 . 01 .01 .01 4.50 .01 . 01 .01 .01 .01 . 01 .01 .01 . 01 .01 5.00 . 01 . 01 .01 . 01 . 01 .01 . 01 . 01 . 01 .01 5.50 .01 . 01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.50 I .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 10.00 .06 .06 .07 .07 .07 .07 .08 .08 .08 .08 10.50 .08 .09 .09 . 10 . 10 . 10 . 11 . 11 . 12 . 12 11. 00 . 12 . 13 .14 . 15 . 16 .17 . 18 . 19 .20 . 21 11. 50 .24 .42 .64 .87 1. 11 1.41 2.00 2.69 3. 14 2.08 12.00 .73 .40 .37 .35 .32 .30 .28 .25 .23 .21 12.50 . 19 . 18 . 17 .17 . 16 . 15 . 15 . 14 .14 . 13 13.00 . 13 . 12 . 12 . 12 . 12 .. 11 . 11 . 11 . 10 . 10 13.50 .10 . 10 .09 .09 .09 .09 .09 .08 .08 .08 14.00 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 14.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 15.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.50 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 I .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 : .01 Data for University Park 2 TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 Developed AJ'-1 PEAK= 1.40 CFS@ 11.86 HRS, VOLUME= .07 AF ACRES CN SCS TR-20 METHOD . 16 83 TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1.5 n=.024 L=115' P2=4.5 in s=.047 '/' SUBCATCHMENT 1 RUNOFF PEAK= 1.40 CFS@ 11.86 HOURS HOUR 0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 .01 7.00 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 8.00 .01 . 01 .01 .01 .01 .01 .01 .01 .02 .02 9.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.00 .03 .03 .03 .03 .03 .04 .04 .04 .05 .05 11.00 .06 .07 .07 .08 .09 . 16 .37 .63 1.22 1.29 12.00 .26 . 19 . 16 . 14 . 11 '.09 .09 .08 .08 .07 13.00 .07 .06 .06 .06 .05 .05 .05 .05 .04 .04 14.00 .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 15.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .03 .03 .02 .02 .02 .02 .02 .02 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 . 01 20.00 .01 . 01 .01 .01 .01 .01 .01 . 01 . 01 . 01 21.00 .01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 . 01 22.00 .01 . 01 . 01 .01 . 01 .01 . 01 . 01 .01 . 01 23.00 .01 . 01 . 01 .01 .01 .01 .01 .01 . 01 .01 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec 00 HydroCAD 5 .11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV sub to pond PEAK= 8 .22 CFS@ 11.92 HRS, VOLUME= .40 AF ACRES CN C= .85 .88 84 Method TR-55 SHEET FLOW n=.025 L=282 ' Comment Segment ID : P2=4 .5 in s=.021 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 4.4 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 8.22 CFS@ 11.92 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 .01 .01 . 01 .01 .01 5.00 . 01 .01 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 5.50 .01 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 8.00 I .05 .05 .06 .06 .06 .06 .06 .07 .07 .07 8.50 .07 .07 .08 .08 .08 .08 .09 .09 .09 .09 9.00 . 10 .10 .10 . 10 . 10 . 10 . 10 . 10 . 11 . 11 9.50 . 11 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 13 . 14 10.00 .14 . 15 . 15 . 16 . 16 .17 . 18 . 18 .19 .19 10.50 .20 . 21 .22 .23 .24 .25 .26 .27 .28 .29 11.00 .30 .32 .34 .36 .39 .41 .44 .46 .49 .52 11.50 .55 .77 1 .26 1.85 2.50 3.20 4.32 6.07 8.00 7.96 12.00 4.83 2. 11 1. 29 1.09 1.00 .93 .86 .79 .72 .66 12.50 .59 .54 . 51 .50 .48 .46 .45 .43 .42 .40 13.00 .39 .37 .36 .35 .35 .. 34 .33 .32 .31 .30 13.50 .30 .29 .28 .28 .27 .26 .26 .25 .25 .24 14.00 .23 .23 .23 .22 .22 .22 .22 .21 . 21 .21 14.50 . 21 .21 .20 .20 .20 .20 .20 . 19 . 19 . 19 15.00 . 19 . 19 . 18 . 18 . 18 . 18 .17 .17 .17 .17 15.50 .17 . 16 . 16 . 16 . 16 .16 . 15 . 15 . 15 . 15 16.00 I . 14 .14 .14 .14 .14 . 14 .14 .14 . 14 .14 16.50 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 17.00 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 17.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 18.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 18.50 . 10 . 10 . 10 . 10 .10 . 10 . 10 .10 . 10 . 10 19.00 . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 .09 19.50 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 20.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 .08 .08 .07 .07 .07 .07 .07 .07 .07 .07 22.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 24.00 .06 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV sub to pond PEAK= 8.22 CFS@ 11.92 HRS, VOLUME= .40 AF ACRES CN C= .85 .88 84 Method TR-55 SHEET FLOW n=.025 L=282 ' Comment Segment ID: P2=4.5 in s=.021 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 4.4 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 Inlet area along front of site PEAK= 2.32 CFS@ 11.89 HRS, VOLUME= .12 AF ACRES CN .20 97 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN 17 Jan 01 SPAN= 0-24 HRS, dt=.05 HRS Method TR-55 SHEET FLOW n=.013 L=190' Comment Segment ID: P2=4.5 in s=.023 '/' Tc (min) 1. 8 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 RUNOFF PEAK= 2.32 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 .01 . 01 .01 . 01 .01 . 01 . 01 . 01 .01 2.00 . 01 .01 .01 . 01 . 01 . 01 . 01 .01 .01 .01 2.50 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 3.00 . 01 . 01 . 01 . 01 . 01 .01 . 01 .01 .01 .01 3.50 .01 . 01 . 01 .01 . 01 .01 .01 . 01 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 8.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .06 10.00 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 10.50 .08 .08 .08 .08 .09 .09 .09 . 10 .10 . 10 11. 00 . 11 . 11 . 12 . 13 . 13 . 14 .15 . 15 . 16 .17 11. 50 .20 .34 . 51 .69 .87 1.08 1. 51 2.00 2.29 1.47 12.00 .51 .29 .27 .25 .23 .22 .20 . 18 . 16 . 15 12.50 I . 13 . 13 . 12 . 12 . 11 . 11 . 11 . 10 . 10 .09 13.00 : .09 .09 .09 .08 .08 .08 .08 .08 .07 .07 13.50 : .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 14.00 I .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 14. 50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .03 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 I .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 Inlet along front of site Qin= 2 .32 CFS@ 11.89 HRS, VOLUME= .12 AF Qout= 2.30 CFS@ 11.89 HRS, VOLUME= .12 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 . 13 .54 1. 21 5.17 6.03 6.58 6.64 6.58 6.17 12" PIPE n= .013 LENGTH= 40 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .41 FT PEAK VELOCITY= 7.5 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 OUTFLOW PEAK= 2.30 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 .01 . 01 .01 .01 . 01 . 01 .01 .01 .01 2.00 . 01 . 01 . 01 .01 .01 . 01 . 01 .01 .01 .01 2.50 .01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 3.00 .01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 .01 3.50 . 01 . 01 .01 .01 . 01 .01 .01 . 01 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 8.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.00 .04 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .06 10.00 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 10.50 .08 .08 .08 .08 .09 .09 .09 . 10 . 10 . 10 11. 00 . 10 . 11 . 12 . 12 . 13 . 14 . 15 . 15 . 16 .17 11. 50 . 19 .33 .50 .68 .86 1. 07 1.49 1.98 2.28 1. 53 12.00 .55 .30 .27 .25 .23 .22 .20 . 18 . 16 . 15 12.50 . 13 . 13 . 12 . 12 . 11 . 11 . 11 .10 . 10 . 10 13.00 .09 .09 .09 .08 .08 ' .08 .08 .08 .07 .07 13.50 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 14.00 .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 14.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .03 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.50 I .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 Roof area south PEAK= .35 CFS@ 11.88 HRS, VOLUME= .02 AF SQ-FT CN 1322.00 98 Method TR-55 SHEET FLOW n=.013 L=66' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 1 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 RUNOFF PEAK= .35 CFS@ 11.88 HOURS HOUR 0.00 .05 . 10 .15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 (). 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 . 01 . 01 . 01 . 01 .01 .01 .01 .01 8.50 .01 .01 .01 . 01 .01 . 01 . 01 .01 . 01 .01 9.00 . 01 . 01 .01 . 01 .01 .01 . 01 . 01 .01 .01 9.50 . 01 . 01 .01 .01 .01 . 01 .01 .01 .01 . 01 10.00 . 01 . 01 .01 .01 .01 . 01 . 01 .01 . 01 .01 10.50 . 01 .01 .01 . 01 . 01 .01 .01 .01 .02 .02 11. 00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .03 11. 50 .03 .06 .08 . 11 .14 . 18 .25 .32 .34 . 19 12.00 .06 .04 .04 .04 .03 .03 .03 .03 .02 .02 12.50 .02 .02 .02 .02 .02 .02 .02 .02 . 01 . 01 13.00 .01 .01 .01 .01 .01 .. 01 .01 .01 . 01 . 01 13.50 . 01 . 01 .01 .01 .01 . 01 .01 .01 . 01 . 01 14.00 . 01 . 01 .01 . 01 . 01 . 01 .01 . 01 .01 .01 14.50 . 01 . 01 .01 .01 .01 . 01 .01 .01 .01 . 01 15.00 . 01 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 . 01 15.50 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 . 01 16.00 .01 .01 .01 . 01 .01 . 01 .01 . 01 0.00 0.00 16.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 Roof Drain middle PEAK= 1.43 CFS@ 11.89 HRS, VOLUME= .07 AF SQ-FT CN 5341.00 98 Method TR-55 SHEET FLOW n=.013 L=134' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.9 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 RUNOFF PEAK= 1.43 CFS@ 11.89 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 . 01 .01 .01 . 01 . 01 . 01 .01 . 01 . 01 .01 2.00 .01 .01 . 01 . 01 .01 .01 . 01 .01 .01 .01 2.50 . 01 .01 .01 . 01 .01 .01 .01 .01 .01 . 01 3.00 . 01 . 01 . 01 .01 . 01 .01 .01 .01 .01 . 01 3.50 .01 .01 .01 . 01 .01 .01 .01 .01 . 01 .01 4.00 .01 .01 . 01 . 01 .01 .01 . 01 .01 . 01 . 01 4.50 . 01 . 01 . 01 . 01 .01 .01 .01 .01 .01 . 01 5.00 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 . 01 5.50 . 01 .01 . 01 . 01 .01 .01 .01 . 01 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.50 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 9.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 10,00 I .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 10.50 .05 .05 .05 .05 .05 .06 .06 .06 .06 .06 11. 00 .07 .07 .07 .08 .08 .09 .09 . 10 . 10 . 10 11.50 . 12 .21 . 31 .42 .53 .66 .92 1.22 1.41 .92 12.00 .32 . 18 . 16 . 15 .14 . 13 . 12 . 11 . 10 .09 12.50 .08 .08 .07 .07 .07 .07 .07 .06 .06 .06 13.00 .06 .05 .05 .05 .05 .05 .05 .05 .05 .04 13.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .03 14.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 14.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 15.00 .03 .03 .03 .03 .03 .03 .03 .03 .02 .02 15.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 16.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 16.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .01 .01 . 01 .01 .01 . 01 . 01 19.00 .01 .01 . 01 .01 .01 . 01 .01 . 01 . 01 . 01 19.50 .01 . 01 .01 . 01 .01 .01 .01 .01 .01 .01 20.00 . 01 .01 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 20.50. .01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 .01 21.00 . 01 . 01 . 01 . 01 .01 . 01 .01 .01 . 01 .01 21.50 .01 . 01 . 01 .01 .01 .01 . 01 .01 .01 .01 22.00 .01 .01 . 01 . 01 .01 .01 .01 . 01 .01 . 01 22.50 . 01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 . 01 23.00 . 01 .01 . 01 .01 .01 .01 .01 .01 . 01 . 01 23.50 .01 .01 .01 . 01 .01 .01 .01 .01 . 01 . 01 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 Roof Drain Area North PEAK= .65 CFS@ 11.88 HRS, VOLUME= .03 AF SQ-FT CN 2433.00 98 Method TR-55 SHEET FLOW n=.013 L=93' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 RUNOFF PEAK= .65 CFS@ 11.88 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 . 01 . 01 . 01 . 01 .01 . 01 . 01 . 01 4.50 .01 .01 .01 . 01 . 01 .01 . 01 . 01 .01 . 01 5.00 . 01 .01 .01 .01 .01 . 01 .01 .01 . 01 . 01 5.50 . 01 . 01 . 01 .01 .01 .01 .01 . 01 . 01 .01 6.00 . 01 . 01 .01 .01 .01 .01 . 01 .01 . 01 .01 6.50 . 01 .01 .01 .01 .01 . 01 .01 .01 . 01 . 01 7.00 . 01 . 01 . 01 .01 . 01 . 01 . 01 . 01 . 01 . 01 7.50 . 01 . 01 .01 .01 . 01 .01 .01 .01 .01 . 01 8.00 .01 . 01 .01 .01 .01 .01 .01 . 01 .01 . 01 8.50 .01 . 01 .01 .01 . 01 .01 . 01 . 01 .01 . 01 9.00 . 01 . 01 . 01 .01 .01 . 01 .01 .01 .01 . 01 9.50 . 01 . 01 .01 .01 . 01 .01 .02 .02 .02 .02 10.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 11.00 .03 .03 .03 .04 .04 .04 .04 .04 .05 .05 11.50 .06 . 10 . 15 .20 .25 .31 .44 .57 .64 .38 12.00 . 12 .08 .07 .07 .06 .06 .06 .05 .05 .04 12.50 .04 .04 .03 .03 .03 .03 .03 .03 .03 .03 13.00 .03 .02 .02 .02 .02 .02 .02 .02 .02 .02 13.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 14.00 .02 .02 .02 . 01 . 01 . 01 . 01 .01 .01 .01 14.50 . 01 .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 15.00 . 01 .01 .01 .01 . 01 .01 . 01 .01 . 01 . 01 15.50 . 01 .01 . 01 . 01 . 01 .01 .01 . 01 .01 .01 16.00 .01 . 01 .01 . 01 . 01 .01 .01 . 01 .01 . 01 16.50 .01 . 01 .01 .01 .01 .01 .01 .01 . 01 . 01 17.00 .01 . 01 .01 .01 .01 .01 .01 . 01 .01 . 01 17.50 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 18.00 . 01 . 01 .01 .01 . 01 . 01 . 01 .01 . 01 . 01 18.50 . 01 .01 .01 .01 .01 . 01 .01 .01 . 01 . 01 19.00 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 . 01 19.50 . 01 .01 . 01 .01 .01 .01 .01 .01 .01 .01 20.00 .01 .01 .01 .01 .01 . 01 . 01 .01 .01 .01 20.50 .01 .01 .01 . 01 .01 . 01 . 01 .01 . 01 .01 21.00 . 01 . 01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 21 .50 . 01 . 01 .01 .01 .01 .01 .01 .01 . 01 .01 22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 Roof Drain Pipe Qin= 2.43 CFS@ 11 .89 HRS, VOLUME= .12 AF Qout= 2.38 CFS@ 11.89 HRS, VOLUME= .12 AF, ATTEN= 2%, LAG= .2 MIN DEPTH END AREA (FT) 0.00 .10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 .17 .70 1.57 6.72 7.84 8.55 8.63 8.55 8.02 12" PIPE n= .01 LENGTH= 126 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .36 FT PEAK VELOCITY= 9.2 FPS TRAVEL TIME = .2 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 OUTFLOW PEAK= 2.38 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 . 01 1.50 . 01 .01 .01 .01 .01 .01 .01 . 01 .01 . 01 2.00 . 01 . 01 .01 . 01 . 01 .01 .01 . 01 .01 . 01 2.50 .01 .01 .01 . 01 .01 . 01 .01 . 01 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 8.50 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 9.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 10.00 .06 .06 .06 .07 .07 .07 .07 .07 .08 .08 10.50 .08 .08 .09 .09 .09 .09 . 10 .10 . 10 . 11 11. 00 . 11 . 12 . 12 . 13 .14 . 15 . 15 . 16 .17 . 18 11.50 .20 .33 .52 .70 .89 1. 11 1. 53 2.06 2.35 1. 65 12.00 .64 .31 .29 .26 .25 .23 . 21 .19 .17 . 16 12.50 . 14 . 13 . 13 . 12 . 12 . 12 . 11 . 11 .10 . 10 13.00 .10 .09 .09 .09 .09 ' .08 .08 .08 .08 .08 13.50 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 14.00 .06 .06 .06 .06 .06 .06 .05 .05 .05 .05 14.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 • 15.00 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.00 .04 .04 .04 .04 .04 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 Small Pond Subcachment PEAK= 4.15 CFS@ 11.89 HRS, VOLUME= .20 AF SQ-FT CN 15756.00 94 Method TR-55 SHEET FLOW n=.014 L=136' Comment Segment ID: P2=4.5 in s=.023 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 RUNOFF PEAK= 4.15 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 .01 . 01 2.50 . 01 . 01 . 01 . 01 . 01 . 01 . 01 .01 . 01 . 01 3.00 . 01 . 01 .01 .01 . 01 .01 .01 . 01 . 01 . 01 3.50 .01 .01 . 01 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 8.00 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 8.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .08 .08 .08 .08 .08 .09 .09 .09 .09 10.00 . 10 . 10 .10 .10 . 11 . 11 . 11 . 12 . 12 . 12 10.50 . 13 . 13 .14 .14 . 15 . 15 . 16 . 16 .17 .17 11. 00 . 18 . 19 .20 .22 .23 .24 .25 .27 .28 .29 11.50 .35 .62 .92 1. 23 1.55 1. 95 2.76 3.64 4.06 2.45 12.00 .79 . 51 .47 .44 .41 .38 .35 .32 .29 .26 12.50 .23 .22 .22 . 21 .20 .20 . 19 .18 . 18 .17 13.00 . 16 . 16 . 16 . 15 . 15 .14 .14 .14 . 13 . 13 13.50 . 13 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 10 . 10 14.00 . 10 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .09 14.50 .09 .09 .09 .09 .09 .08 .08 .08 .08 .08 15.00 .08 .08 .08 .08 .08 .08 .07 .07 .07 .07 15.50 .07 .07 .07 .07 .07 .07 .07 .06 .06 .06 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 Above ground detention Qin= 4.15 CFS@ 11.89 HRS, VOLUME= .20 AF Qout= 3 .55 CFS@ 11.92 HRS, VOLUME= .20 AF, ATTEN= 15%, LAG= 1. 8 MIN ELEVATION CUM.STOR (FT) (CF) 208.2 0 209.0 1812 # ROUTE INVERT OUTLET DEVICES STOR-IND METHOD PEAK STORAGE = 876 CF PEAK ELEVATION= 208.6 FT FLOOD ELEVATION= 209.0 FT START ELEVATION= 208.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 6.9 MIN (.2 AF) 1 P 208.2' 1.1' x 1.1' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) (Limited to weir flow@ low head) Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 TOTAL OUTFLOW PEAK= 3.55 CFS@ 11.92 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 2.50 . 01 . 01 .01 .01 . 01 .01 . 01 .01 .01 . 01 3.00 . 01 . 01 .01 .01 .01 . 01 .01 .01 . 01 . 01 3.50 .01 .01 . 01 . 01 . 01 . 01 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 8.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 8.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .08 .08 .08 .08 .08 .08 .09 .09 10.00 .09 .09 .09 . 10 .10 . 10 . 11 . 11 . 11 . 11 10.50 . 12 . 12 . 13 . 13 . 13 .14 . 14 .15 . 15 . 16 11. 00 . 16 .17 . 18 . 19 .20 .21 .22 .23 .25 .26 11.50 .28 .34 .48 .78 1.09 1.44 1. 99 2.76 3.50 3.34 12.00 2.20 1. 27 .88 .67 .55 .47 .44 .40 .37 .34 12.50 .31 .29 .27 .25 .24 .23 .22 .21 .20 . 19 13.00 . 18 . 18 .17 .17 . 16 . 16 . 15 . 15 .14 .14 13.50 .14 . 13 . 13 . 13 . 12 . 12 . 12 . 11 . 11 . 11 14.00 . 11 .10 . 10 . 10 .10 . 10 . 10 . 10 .09 .09 14.50 .09 .09 .09 .09 .09 .09 .09 .09 .08 .08 15.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 15.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17.00 .06 .06 .06 .05 .05 .05 .05 .05 .05 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.50 .05 .05 .05 .04 .04 .04 .04 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.00 I .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .03 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 Pipe from small pond Qin= 5.86 CFS@ 11.90 HRS, VOLUME= .33 AF Qout= 5.69 CFS@ 11.91 HRS, VOLUME= .33 AF, ATTEN= 3%, LAG= .5 MIN DEPTH END AREA (FT) 0.00 . 15 .30 .45 1.05 1.20 1.35 1.41 1.46 1.50 (SQ-FT) 0.00 .09 .25 .45 1. 32 1 .52 1. 68 1. 72 1. 75 1. 77 DISCH (CFS) 0.00 .35 1.48 3.32 14. 18 16.56 18.05 18.22 18.05 16.94 18" PIPE n= .013 LENGTH= 186 FT SLOPE= .026 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .59 FT PEAK VELOCITY= 9.0 FPS TRAVEL TIME = .3 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 OUTFLOW PEAK= 5.69 CFS@ 11.91 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 . 01 . 01 .01 . 01 . 01 . 01 . 01 . 01 1.50 .01 .01 . 01 .01 .01 . 01 .01 .01 .01 . 01 2.00 .01 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 5.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 5.50 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 6.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 6.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 7.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 7.50 .07 .07 .07 .08 .08 .08 .08 .08 .08 .08 8.00 .08 .08 .08 .08 .08 .09 .09 .09 .09 .09 8.50 . 10 . 10 . 10 . 10 .10 . 11 . 11 . 11 . 11 . 11 9.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 9.50 . 12 . 12 . 13 . 13 .13 . 13 .14 .14 . 14 . 15 10.00 . 15 . 15 . 16 . 16 .17 .17 . 18 . 18 . 19 . 19 10.50 .20 .20 . 21 .22 .22 .23 .24 .25 .25 .26 11. 00 .27 .28 .30 . 31 .33 .35 .37 .39 .41 .43 11.50 .47 .62 .92 1.35 1.87 2.42 3.30 4.58 5.66 5.23 12.00 3.27 1.84 1. 25 .99 .82 .73 .66 . 61 .56 .51 12.50 .47 .43 .40 .38 .36 .35 .33 .32 .31 .30 13.00 .28 .27 .26 .26 .25 ' .24 .24 .23 .22 .22 13.50 . 21 .21 .20 .20 . 19 . 19 . 18 . 18 .17 .17 14.00 .17 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 14.50 . 15 . 14 .14 .14 .14 . 14 . 14 . 13 . 13 . 13 15.00 . 13 . 13 .13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 15.50 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 16.00 . 10 . 10 .10 . 10 .10 . 10 .10 .09 .09 .09 16.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 17.00 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 17.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 18.00 .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 18.50 I .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 19.00 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 20.00 .06 .06 .06 .06 .06 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 24.00 .04 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 Cc) 1986-1999 Applied Microcomputer Systems POND 1 Pond Qin= 16.05 CFS@ 11.91 HRS, VOLUME= .85 AF Qout= 2.72 CFS@ 12.12 HRS, VOLUME= .85 AF, ATTEN= 83%, LAG= 12.4 MIN ELEVATION (FT) # 1 2 3 4 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 ROUTE p p p p CUM.STOA (CF) 0 119 1876 2222 3778 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 299.0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 301.0' 5" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) 301. 1, 7" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) SQR(H-r) SQR(H-r) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 13744 CF PEAK ELEVATION= 300.2 FT FLOOD ELEVATION= 303.0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 58.1 MIN (.85 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 17 Jan 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 TOTAL OUTFLOW PEAK= 2.72 CFS@ 12.12 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 .01 . 01 . 01 1. 50 .01 .01 .01 .01 .01 .01 .01 . 01 .01 .01 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .03 .03 .03 .03 .03 .03 .03 .03 3.00 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 3.50 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 4.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .06 4.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 5.00 .07 .07 .07 .07 .08 .08 .08 .08 .08 .08 5.50 .08 .09 .09 .09 .09 .09 .09 .09 . 10 . 10 6.00 . 10 . 10 .10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 6.50 . 11 . 12 . 12 . 12 . 12 .12 . 12 . 12 . 13 . 13 7.00 . 13 . 13 . 13 . 13 .14 . 14 .14 . 14 .14 .14 7.50 .14 . 15 . 15 . 15 . 15 . 15 . 15 . 16 . 16 . 16 8.00 . 16 . 16 . 16 .17 .17 .17 . 18 . 18 . 19 . 19 8.50 .20 .20 . 21 . 21 .22 .22 .23 .23 .23 .23 9.00 .24 .24 .24 .24 .25 .25 .25 .25 .26 .26 9.50 .26 .26 .26 .27 .27 .27 .28 .28 .29 .29 10.00 .30 .31 .31 .32 .33 .34 .35 .35 .36 .37 10.50 .38 .39 .40 .41 .42 .44 .45 .47 .48 .49 11.00 . 51 .52 .54 .55 .57 .59 .62 .64 .66 .69 11.50 .72 .76 .83 .93 1.02 1. 14 1. 23 1.32 1.44 1.90 12.00 2.51 2.68 2.72 2.71 2.69 2.66 2.62 2.58 2.53 2.47 12.50 2.41 2.35 2.28 2.20 2.13 2.04 1.95 1.85 1. 77 1. 69 13.00 1.63 1.58 1.55 1.52 1.50 .1.50 1.49 1.48 1.48 1.47 13.50 1.46 1.45 1.44 1.44 1.43 1.42 1.41 1.40 1.40 1.39 14.00 1.38 1.37 1.36 1.35 1.34 1.34 1.33 1.32 1. 31 1 .30 14.50 1. 29 1. 28 1.27 1.27 1.26 1. 25 1.24 1.23 1.22 1. 21 15.00 1.20 1.20 1.19 1. 18 1.16 1.14 1. 13 1. 11 1.09 1.07 15.50 1.05 1.03 1.02 1.00 .98 .96 .95 .93 .91 .88 16.00 .86 .83 .80 .77 .75 .72 .70 .67 .65 .62 16.50 .60 .58 .55 .53 .51 .49 .47 .45 .43 .41 17.00 .40 .38 .37 .36 .34 .33 .32 .31 .30 .29 17.50 .29 .28 .27 .27 .26 .26 .26 .25 .25 .24 18.00 .24 .24 .24 .23 .23 .23 .22 .21 . 21 . 21 18.50 .21 .20 .20 .20 .20 .20 .20 . 19 . 19 . 19 19.00 . 19 . 19 . 19 . 19 .18 .18 .18 .18 . 18 .18 19.50 . 18 .17 .17 .17 .17 .17 .17 . 16 . 16 . 16 20.00 . 16 . 16 . 16 . 16 .16 . 16 . 16 . 15 . 15 . 15 20.50 . 15 . 15 . 15 . 15 .15 . 15 . 15 . 15 . 15 . 15 21.00 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 21.50 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 22.00 .14 . 14 . 14 . 14 .14 . 14 .14 . 14 .14 .14 22.50 .14 . 14 . 14 . 14 . 14 .14 . 14 . 14 .14 .14 23.00 .14 . 14 .14 .14 .14 .14 . 14 .14 .14 .14 23.50 . 14 . 14 .14 . 13 . 13 .13 . 13 . 13 . 13 . 13 24.00 . 13 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 DV A1 to Spring Loop PEAK= 3.84 CFS@ 11.89 HRS, VOLUME= .18 AF ACRES CN .29 89 Method TR-55 SHEET FLOW n=.02 L=127' Comment Segment ID: P2=4.5 in s=.0236 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 9 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 RUNOFF PEAK= 3.84 CFS@ 11.89 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 3.50 . 01 .01 . 01 .01 .01 . 01 .01 . 01 .01 .01 4.00 . 01 . 01 .01 .01 .01 . 01 . 01 . 01 .01 .01 4.50 . 01 . 01 .01 .01 .01 .01 .01 .01 .01 . 01 5.00 . 01 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 8.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 8.50 .05 .05 .05 .05 .05 .05 .05 .05 .06 .06 9.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .06 .06 .06 .07 .07 .07 .07 .07 .08 .08 10.00 .08 .08 .08 .09 .09 .09 . 10 . 10 . 10 . 10 10.50 . 11 . 11 . 12 . 12 . 13 . 13 . 14 .14 . 14 . 15 11.00 . 16 .17 .18 . 19 .20 .21 .22 .23 .25 .26 11. 50 .30 .52 .79 1.07 1. 36 1. 72 2.43 3.26 3.80 2.51 12.00 .88 .48 .45 .42 .39 .36 .33 .31 .28 .25 12.50 .22 .21 . 21 .20 . 19 . 19 . 18 .17 .17 . 16 13.00 . 15 . 15 . 15 . 14 .14 ' .14 . 13 . 13 . 13 . 12 13.50 . 12 . 12 . 11 . 11 . 11 . 11 .10 .10 . 10 . 10 14.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 14.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 15.00 .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 15.50 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 A2 to Hotel PEAK= 11.29 CFS@ 11.90 HRS, VOLUME= .54 AF ACRES CN 1 .07 89 Method TR-55 SHEET FLOW n=.02 L=260' Comment Segment ID: P2=4.5 in s=.03 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 7.40 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 7.40 IN Prepared by urban design group 21 Dec 00 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 RUNOFF PEAK= 11.29 CFS@ 11.90 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 .01 .01 3.50 . 01 . 01 . 01 . 01 .01 . 01 . 01 .01 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 6.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .08 7.00 I .08 .08 .08 .08 .08 .08 .08 .08 .09 .09 7.50 .09 .09 .09 .09 .09 .09 .09 . 10 . 10 . 10 8.00 .10 . 10 . 10 . 11 . 11 . 11 . 12 . 12 . 12 . 13 8.50 . 13 . 13 .14 .14 .14 . 15 . 15 . 15 . 16 . 16 9.00 . 16 . 17 . 17 . 17 . 17 .17 .17 . 17 .17 .17 9.50 .17 . 18 . 18 . 19 . 19 .20 .20 . 21 .22 .22 10.00 .23 .23 .24 .25 .26 .27 .28 .28 .29 .30 10.50 . 31 .32 .34 .35 .36 .38 .39 .41 .42 .44 11. 00 .45 .48 .51 .54 .58 . 61 .65 .68 .72 .75 11. 50 .82 1.30 2.09 2.93 3.81 4.78 6.60 9.07 11. 29 9.21 12.00 4.21 1. 77 1.42 1. 31 1. 23 1.14 1.05 .97 .88 .79 12.50 .71 .66 .64 .62 .60 .58 .56 .54 .52 .50 13.00 .48 .46 .45 .44 .43 '.42 .41 .40 .39 .38 13.50 .37 .36 .35 .34 .34 .33 .32 . 31 . 31 .30 14.00 .29 .29 .28 .28 .28 .27 .27 .27 .27 .26 14.50 .26 .26 .26 .25 .25 .25 .24 .24 .24 .24 15.00 .23 .23 .23 .23 .22 .22 .22 . 21 . 21 .21 15.50 .21 .20 .20 .20 .20 . 19 . 19 . 19 . 19 . 18 16.00 . 18 . 18 . 18 . 18 .18 .17 . 17 .17 .17 .17 16.50 .17 .17 . 17 .17 .17 . 16 . 16 . 16 . 16 . 16 17.00 . 16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 17.50 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 . 14 18.00 .14 . 14 .14 .14 . 14 . 14 . 13 . 13 . 13 . 13 18.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 19.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 19.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 .10 20.00 . 10 . 10 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 20.50 .10 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 .10 21.00 .10 . 10 .10 . 10 . 10 . 10 . 10 . 10 . 10 .10 21.50 .10 . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 22.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 24.00 .07 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 A2 to Hotel PEAK= 13.65 CFS@ 11.90 HRS, VOLUME= .67 AF ACRES CN 1. 07 89 Method TR-55 SHEET FLOW n=.02 L=260' Comment Segment ID: P2=4.5 in s=.03 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 RUNOFF PEAK= 13.65 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 .01 .01 3.00 .01 .01 . 01 .01 .01 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 5.00 .05 .06 .06 .06 .06 .06 .06 .06 .06 .07 5.50 .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 6.00 .08 .08 .08 .08 .08 .09 .09 .09 .09 .09 6.50 .09 .09 .09 . 10 . 10 . 10 . 10 . 10 .10 . 10 7.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 7.50 . 12 . 12 . 12 . 12 . 12 . 13 .13 .13 . 13 . 13 8.00 . 13 . 13 . 14 .14 . 15 . 15 . 15 . 16 . 16 .17 8.50 .17 .17 . 18 . 18 . 19 . 19 .20 .20 .20 .21 9.00 .21 .22 .22 .22 .22 .22 .22 .22 .22 .22 9.50 .22 .23 .24 .24 .25 .26 .26 .27 .28 .28 10.00 .29 .30 .31 .32 .33 .34 .35 .36 .37 .38 10.50 .39 .41 .42 .44 .46 .47 .49 . 51 .53 .55 11. 00 .57 .60 .64 .68 .72 .76 .80 .85 .89 .93 11. 50 1.02 1. 61 2.58 3.61 4.67 5.84 8.03 11 .00 13.65 11. 10 12.00 5.07 2 .13 1. 70 1 .58 1.48 1.37 1.27 1. 16 1.06 .95 12.50 .85 .79 .77 . 74 .72 .69 .67 .65 .62 .60 13.00 .58 .56 .54 .53 .52 .51 .49 .48 .47 .45 13.50 .44 .43 .42 .41 .40 .39 .38 .37 .37 .36 14.00 .35 .34 .34 .34 .33 .33 .33 .32 .32 .32 14.50 .31 . 31 .31 .30 .30 .30 .29 .29 .29 .28 15.00 .28 .28 .27 .27 .27 .26 .26 .26 .25 .25 15.50 .25 .24 .24 .24 .23 .23 .23 .23 .22 .22 16.00 .22 .21 . 21 . 21 .21 .21 . 21 . 21 . 21 .20 16.50 .20 .20 .20 .20 .20 .20 .20 . 19 . 19 .19 17.00 . 19 . 19 . 19 . 19 . 19 . 19 .18 .18 . 18 . 18 17.50 . 18 . 18 . 18 . 18 . 18 .17 .17 .17 .17 .17 18.00 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 . 16 . 16 18.50 . 16 . 16 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 19.00 . 15 . 14 . 14 . 14 .14 .14 .14 . 14 .14 . 13 19.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 20.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 20.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 21.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 21.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 22.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 22.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23,50 I . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .10 24.00 : .08 Data for University Park 2 TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 Developed Aa~ PEAK= 1.72 CFS@ 11.86 HRS, VOLUME= .09 AF ACRES CN SCS TR-20 METHOD . 16 83 TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1. 5 n=.024 L=115' P2=4.5 in s=.047 '/' SUBCATCHMENT 1 RUNOFF PEAK= 1.72 CFS@ 11 .86 HOURS HOUR 0.00 . 10 .20 .30 .40 .50 .60 .70 .80 .90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 .01 6.00 I . 01 . 01 .01 . 01 .01 .01 .01 . 01 . 01 .01 7.00 . 01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 .01 8.00 . 01 . 01 .02 .02 .02 .02 .02 .02 .02 .02 9.00 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 10.00 .03 .04 .04 .04 .05 .05 .05 .06 .06 .07 11.00 .07 .08 . 10 . 11 . 12 . 21 .47 .79 1. 51 1.59 12.00 .32 .23 .20 .17 .14 ' . 11 . 11 .10 .09 .09 13.00 .08 .08 .07 .07 .07 .06 .06 .06 .05 .05 14.00 .05 .05 .05 .05 .05 .04 .04 .04 .04 .04 15.00 .04 .04 .04 .04 .04 .04 .03 .03 .03 .03 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV sub to pond PEAK= 10.08 CFS@ 11.92 HRS, VOLUME= .50 AF ACRES CN C= .85 .88 84 Method TR-55 SHEET FLOW n=.025 L=282' Comment Segment ID: P2=4.5 in s=.021 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 4.4 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 10.08 CFS@ 11.92 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 .01 . 01 . 01 . 01 .01 .01 . 01 .01 4.50 .01 . 01 . 01 .01 .01 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 6.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .06 7.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .07 7.50 .07 .07 .07 .07 .07 .07 .07 .07 .08 .08 8.00 .08 .08 .08 .08 .09 .09 .09 .09 .10 . 10 8.50 . 10 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 13 . 13 9.00 . 13 .14 . 14 . 14 .14 .14 . 14 . 14 .14 . 14 9.50 . 15 . 15 . 15 . 16 . 16 .17 .17 .18 . 18 . 19 10.00 . 19 .20 .20 .21 .22 .23 .23 .24 .25 .26 10.50 .27 .27 .29 .30 .31 .32 .34 .35 .36 .38 11.00 .39 .41 .44 .47 .50 .53 .56 .60 .63 .66 11. 50 . 71 .98 1.60 2.34 3.14 4.01 5.37 7.51 9.83 9.73 12.00 5.89 2.56 1.57 1.32 1. 21 1. 13 1.04 .96 .88 .80 12.50 . 71 .65 .62 .60 .58 .56 .54 .52 . 51 .49 13.00 .47 .45 .44 .43 .42 ' .41 .40 .39 .38 .37 13.50 .36 .35 .34 .33 .33 .32 . 31 .30 .30 .29 14.00 .28 .28 .27 .27 .27 .26 .26 .26 .26 .25 14.50 .25 .25 .25 .24 .24 .24 .24 .23 .23 .23 15.00 .23 .22 .22 .22 .22 . 21 .21 .21 .21 .20 15.50 .20 .20 .20 . 19 .19 . 19 . 18 .18 . 18 . 18 16.00 .17 .17 .17 .17 .17 .17 . 17 .17 . 17 . 16 16.50 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 17.00 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 . 15 17.50 . 15 .14 . 14 . 14 .14 . 14 .14 .14 .14 .14 18.00 .14 . 13 . 13 . 13 . 13 .13 . 13 . 13 .13 . 13 18.50 . 13 . 13 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 19.00 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 19.50 . 11 . 11 . 11 . 11 . 10 . 10 .10 . 10 .10 .10 20.00 . 10 . 10 . 10 . 10 .10 . 10 . 10 . 10 .10 . 10 20.50 .10 . 10 .10 . 10 .10 . 10 .09 .09 .09 .09 21.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 21.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 22.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 23.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 24.00 .08 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 Inlet area along front of site PEAK= 2.77 CFS@ 11 .89 HRS, VOLUME= .14 AF ACRES CN .20 97 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN 17 Jan 01 SPAN= 0-24 HRS, dt=.05 HRS Method TR-55 SHEET FLOW n=.013 L=190' Comment Segment ID: P2=4 .5 in s=.023 '/' Tc (min) 1.8 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 RUNOFF PEAK= 2.77 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 .01 . 01 .01 .01 .01 . 01 1.50 .01 . 01 . 01 . 01 .01 . 01 .01 . 01 .01 .01 2.00 .01 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 2.50 .01 . 01 . 01 .01 . 01 .01 . 01 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 10.00 .07 .07 .07 .08 .08 .08 .08 .08 .09 .09 10.50 .09 .09 .10 .10 .10 . 11 . 11 . 11 . 12 . 12 11.00 . 13 . 13 . 14 . 15 .16 .17 . 18 .18 . 19 .20 11.50 .24 .41 . 61 .82 1.03 1. 29 1. 81 2.39 2.73 1. 75 12.00 .60 .34 .32 .30 .28 .26 .24 .22 .20 . 18 12.50 . 16 . 15 . 15 . 14 .14 . 13 . 13 . 12 . 12 . 11 13.00 . 11 . 11 . 10 . 10 .10 . 10 .09 .09 .09 .09 13.50 .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 14.00 .07 .06 .06 .06 .06 .06 .06 .06 .06 .06 14.50 .06 .06 .06 .06 .06 .06 .06 .06 .05 .05 15.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.50 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 16.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 --- Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 Inlet along front of site Qin= 2.77 CFS@ 11.89 HRS, VOLUME= .14 AF Qout= 2.74 CFS@ 11.89 HRS, VOLUME= .14 AF, ATTEN= 1%, LAG= .1 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 . 13 .54 1. 21 5.17 6.03 6.58 6.64 6.58 6.17 12" PIPE n= .013 LENGTH= 40 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .45 FT PEAK VELOCITY= 7.8 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 OUTFLOW PEAK= 2.74 CFS@ 11.89 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 . 01 . 01 . 01 .01 .01 .01 1.50 .01 .01 .01 .01 . 01 .01 . 01 . 01 . 01 .01 2.00 .01 .01 .01 .01 .01 .01 .01 . 01 . 01 .01 2.50 . 01 . 01 . 01 .01 . 01 .01 .01 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 9.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 10.00 .07 .07 .07 .07 .08 .08 .08 .08 .09 .09 10.50 .09 .09 . 10 . 10 .10 . 11 . 11 . 11 . 12 . 12 11.00 . 13 .13 .14 . 15 . 16 .17 .18 .18 . 19 .20 11.50 .23 .39 .60 .81 1.02 1.27 1. 78 2.36 2.71 1.82 12.00 .65 .35 .32 .30 .28 .26 .24 .22 .20 .18 12.50 .16 . 15 . 15 .14 .14 . 13 . 13 . 12 . 12 . 11 13.00 . 11 . 11 .10 . 10 . 10 ' .10 .09 .09 .09 .09 13.50 .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 14.00 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 14.50 .06 .06 .06 .06 .06 .06 .06 .06 .05 .05 15.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.50 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 16.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 Roof area south PEAK= .42 CFS@ 11.88 HRS, VOLUME= .02 AF SQ-FT CN 1322.00 98 Method TR-55 SHEET FLOW n=.013 L=66' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 1 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 RUNOFF PEAK= .42 CFS@ 11.88 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 b.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 .01 . 01 .01 .01 . 01 .01 7.00 .01 .01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 7.50 . 01 . 01 . 01 .01 .01 . 01 . 01 . 01 . 01 . 01 8.00 .01 .01 . 01 . 01 .01 . 01 .01 .01 .01 .01 8.50 .01 .01 . 01 .01 .01 . 01 .01 . 01 .01 .01 9.00 .01 . 01 .01 . 01 . 01 . 01 . 01 . 01 .01 . 01 9.50 . 01 .01 . 01 . 01 .01 .01 . 01 .01 .01 .01 10.00 .01 .01 . 01 . 01 . 01 .01 . 01 .01 .01 . 01 10.50 .01 .01 .02 .02 .02 .02 .02 .02 .02 .02 11. 00 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 11.50 .04 .07 . 10 . 13 . 16 .21 .29 .38 .40 .22 12.00 .07 .05 .05 .04 .04 .04 .04 .03 .03 .03 12.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 13.00 .02 .02 .02 .02 .01 . 01 . 01 .01 . 01 .01 13.50 .01 .01 . 01 . 01 . 01 . 01 . 01 .01 . 01 .01 14.00 .01 . 01 .01 .01 .01 . 01 .01 . 01 .01 . 01 14.50 . 01 .01 . 01 .01 .01 .01 . 01 .01 .01 .01 15.00 . 01 .01 . 01 . 01 . 01 . 01 . 01 .01 .01 . 01 15.50 .01 .01 .01 .01 . 01 .01 .01 . 01 . 01 . 01 16.00 . 01 .01 . 01 .01 .01 .01 . 01 . 01 . 01 .01 16.50 . 01 .01 . 01 . 01 . 01 .01 . 01 .01 .01 .01 17.00 . 01 .01 . 01 .01 . 01 .01 . 01 .01 .01 . 01 17.50 .01 .01 . 01 .01 .01 . 01 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 Roof Drain middle PEAK= 1 .70 CFS@ 11.89 HRS, VOLUME= .09 AF SQ-FT CN 5341.00 98 Method TR-55 SHEET FLOW n=.013 L=134' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 9 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 RUNOFF PEAK= 1.70 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 .01 .01 .01 . 01 .01 . 01 . 01 1.50 . 01 . 01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 2.00 .01 . 01 .01 .01 . 01 .01 . 01 . 01 .01 .01 2.50 . 01 .01 . 01 .01 .01 .01 . 01 . 01 . 01 . 01 3.00 . 01 .01 . 01 .01 .01 .01 .01 .01 . 01 . 01 3.50 .01 . 01 .01 .01 .01 .01 . 01 . 01 .01 . 01 4.00 . 01 .01 . 01 . 01 .01 .01 .01 . 01 .01 . 01 4.50 . 01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 t .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 8.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 9.50 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 10.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 10.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .08 11.00 .08 .08 .09 .09 . 10 .10 . 11 . 11 . 12 . 12 11.50 .14 .25 .38 .50 .63 .79 1. 10 1.46 1. 68 1. 10 12.00 .39 . 21 . 19 . 18 .17 . 16 . 15 . 13 . 12 . 11 12.50 . 10 .09 .09 .09 .08 .08 .08 .08 .07 .07 13.00 .07 .06 .06 .06 .06 .. 06 .06 .06 .05 .05 13.50 .05 .05 .05 .05 .05 .05 .04 .04 .04 .04 14.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 14.50 .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 15.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 15.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .02 .02 .02 .02 .02 .02 .02 .02 .02 16.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .01 . 01 . 01 . 01 .01 . 01 20.00 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 .01 . 01 20.50 .01 .01 .01 .01 .01 .01 .01 .01 . 01 .01 21.00 . 01 .01 .01 .01 . 01 . 01 . 01 .01 . 01 .01 21.50 . 01 .01 .01 .01 .01 . 01 .01 . 01 .01 . 01 22.00 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 . 01 .01 22.50 . 01 .01 . 01 .01 . 01 .01 . 01 .01 .01 . 01 23.00 . 01 .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 23.50 .01 .01 .01 . 01 .01 .01 . 01 .01 . 01 . 01 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 Roof Drain Area North PEAK= .78 CFS@ 11.88 HRS, VOLUME= .04 AF SQ-FT CN 2433.00 98 Method TR-55 SHEET FLOW n=.013 L=93' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 RUNOFF PEAK= .78 CFS@ 11 .88 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 . 01 .01 3.00 .01 . 01 . 01 .01 . 01 . 01 .01 .01 . 01 .01 3.50 .01 .01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 4.00 .01 . 01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 4.50 . 01 . 01 . 01 . 01 .01 .01 . 01 .01 . 01 .01 5.00 . 01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 5.50 .01 .01 . 01 .01 . 01 . 01 .01 . 01 . 01 . 01 6.00 . 01 . 01 .01 .01 . 01 .01 . 01 . 01 . 01 .01 6.50 .01 . 01 .01 . 01 .01 .01 .01 .01 . 01 .01 7.00 . 01 .01 .01 .01 .01 .01 . 01 .01 . 01 .01 7.50 .01 . 01 .01 .01 . 01 .01 .01 . 01 .01 .01 8.00 .01 .01 .01 .01 . 01 . 01 . 01 . 01 . 01 . 01 8.50 . 01 .01 .01 . 01 .01 .01 .01 .01 .02 .02 9.00 I .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 11. 00 .04 .04 .04 .04 .04 .05 .05 .05 .05 .06 11. 50 .07 . 12 . 18 .24 .30 .37 .52 .68 .76 .46 12.00 . 15 .09 .09 .08 .08 .07 .07 .06 .05 .05 12.50 .04 .04 .04 .04 .04 .04 .04 .03 .03 .03 13.00 .03 .03 .03 .03 .03 ' .03 .03 .03 .02 .02 13.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 14.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 14.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 15.00 .01 .01 .01 .01 . 01 .01 . 01 . 01 .01 .01 15.50 .01 . 01 .01 . 01 . 01 . 01 .01 . 01 .01 . 01 16.00 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 16.50 .01 .01 .01 .01 .01 .01 . 01 .01 . 01 . 01 17.00 .01 . 01 .01 . 01 . 01 .01 . 01 . 01 .01 .01 17.50 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 18.00 .01 .01 .01 .01 . 01 . 01 . 01 .01 . 01 .01 18.50 .01 .01 .01 .01 .01 .01 .01 . 01 .01 .01 19.00 . 01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 19.50 .01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 . 01 20.00 . 01 . 01 .01 . 01 .01 . 01 . 01 . 01 .01 . 01 20.50 . 01 .01 .01 .01 .01 .01 . 01 . 01 .01 .01 21.00 .01 .01 .01 .01 . 01 .01 .01 . 01 .01 . 01 21.50 . 01 . 01 .01 .01 . 01 .01 .01 .01 .01 .01 22.00 .01 .01 .01 . 01 .01 .01 .01 . 01 . 01 . 01 22.50 .01 . 01 .01 .01 .01 .01 .01 . 01 .01 .01 23.00 .01 . 01 .01 . 01 .01 .01 .01 . 01 .01 .01 23.50 .01 . 01 .01 .01 . 01 .01 .01 .01 .01 . 01 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 Roof Drain Pipe Qin= 2.89 CFS@ 11.89 HRS, VOLUME= .15 AF Qout= 2.83 CFS@ 11.89 HRS, VOLUME= .15 AF, ATTEN= 2%, LAG= .2 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 .17 .70 1.57 6.72 7.84 8.55 8.63 8.55 8.02 12" PIPE n= .01 LENGTH= 126 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .40 FT PEAK VELOCITY= 9.6 FPS TRAVEL TIME = .2 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 OUTFLOW PEAK= 2.83 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 .01 1.00 .01 .01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 1. 50 .01 . 01 .01 . 01 .01 . 01 .01 .01 . 01 . 01 2.00 . 01 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .04 .04 .04 .05 .05 .05 8.50 .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 9.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 10.00 .07 .07 .08 .08 .08 .08 .09 .09 .09 .09 10.50 .09 . 10 . 10 . 11 . 11 . 11 . 12 . 12 . 12 . 13 11.00 .13 .14 . 15 . 16 . 17 . 18 . 18 . 19 .20 .21 11.50 .24 .40 .62 .84 1.06 1.33 1.84 2.45 2.81 1.96 12.00 .74 .38 .33 .31 .29 .27 .25 .23 . 21 . 19 12.50 .17 . 16 . 15 . 15 . 14 .14 .13 . 13 . 12 . 12 13.00 . 11 . 11 . 11 . 11 .10 . 10 . 10 .10 .09 .09 13.50 .09 .09 .08 .08 .08 .08 .08 .07 .07 .07 14.00 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 14.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.00 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 15.50 : .05 .05 .05 .05 .05 .05 .05 .04 .04 .04 16.00 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50. .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 Small Pond Subcachment PEAK= 4.96 CFS@ 11.89 HRS, VOLUME= .24 AF SQ-FT CN 15756.00 94 Method TR-55 SHEET FLOW n=.014 L=136' Comment Segment ID: P2=4.5 in s=.023 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 8 .80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 RUNOFF PEAK= 4.96 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 .01 2.00 .01 .01 . 01 . 01 .01 .01 . 01 . 01 .01 .01 2.50 .01 .01 . 01 .01 .01 .01 .01 .01 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 5.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 6.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 7.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 7.50 .05 .06 .06 .06 .06 .06 .06 .06 .06 .06 8.00 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 8.50 .07 .08 .08 .08 .08 .08 .08 .09 .09 .09 9.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 9.50 .09 .09 . 10 . 10 . 10 .10 . 11 . 11 . 11 . 11 10.00 . 12 . 12 . 12 . 13 . 13 . 14 .14 . 14 . 15 . 15 10.50 . 15 . 16 .17 .17 .18 .19 . 19 .20 .20 .21 11.00 .22 .23 .25 .26 .28 .29 .31 .32 .34 .35 11.50 .43 .75 1 . 11 1.48 1.86 2.35 3.31 4.36 4.85 2.93 12.00 .95 .60 .57 .53 .49 .46 .42 .38 .35 .31 12.50 .28 .27 .26 .25 .24 .24 .23 .22 . 21 .20 13.00 . 19 . 19 .19 . 18 .18 ' .17 .17 . 16 . 16 . 15 13.50 . 15 . 15 . 14 .14 . 14 . 13 . 13 .13 . 12 . 12 14.00 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 14.50 . 11 . 11 . 10 . 10 .10 .10 . 10 . 10 . 10 . 10 15.00 . 10 .09 .09 .09 .09 .09 .09 .09 .09 .09 15.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 16.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 16.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.00 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 17.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 18.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND2 Above ground detention Qin= 4.96 CFS@ 11.89 HRS, VOLUME= .24 AF Qout= 3.98 CFS@ 11.92 HRS, VOLUME= .24 AF, ATTEN= 20%, LAG= 2.4 MIN ELEVATION CUM.STOA (FT) (CF) 208.2 0 209.0 1812 # ROUTE INVERT OUTLET DEVICES STOR-IND METHOD PEAK STORAGE = 1027 CF PEAK ELEVATION= 208.7 FT FLOOD ELEVATION= 209 .0 FT START ELEVATION= 208.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 6.8 MIN (.24 AF) 1 P 208.2' 1.1' x 1.1' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) (Limited to weir flow@ low head) Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 TOTAL OUTFLOW PEAK= 3.98 CFS@ 11.92 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 . 01 .01 . 01 . 01 .01 . 01 .01 . 01 .01 .01 2.50 . 01 . 01 .01 . 01 .01 .01 . 01 . 01 .01 .01 3.00 .01 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 5.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 7.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 7.50 .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 8.00 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 8.50 .07 .07 .07 .07 .08 .08 .08 .08 .08 .08 9.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 9.50 .09 .09 .09 .09 . 10 . 10 . 10 . 10 . 11 . 11 10.00 . 11 . 11 . 12 . 12 . 12 . 13 .13 . 13 . 14 .14 10.50 .14 . 15 . 15 . 16 .16 .17 .18 .18 . 19 . 19 11.00 .20 .21 .22 .23 .24 .25 .27 .28 .30 .31 11. 50 .34 .41 .64 .97 1.33 1.80 2.42 3.38 3.91 3.90 12.00 2.86 1.55 1.02 .79 .65 .56 .50 .45 .43 .40 12.50 .37 .34 .31 .30 .28 .27 .26 .25 .24 .23 13.00 .22 . 21 .20 .20 . 19 .19 .18 . 18 .17 .17 13.50 . 16 . 16 . 15 . 15 . 15 .14 . 14 . 14 . 13 . 13 14.00 . 13 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 14.50 . 11 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 15.00 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .09 .09 15.50 .09 .09 .09 .08 .08 .08 .08 .08 .08 .08 16.00 .08 .08 .07 .07 .07 .07 .07 .07 .07 .07 16.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 17.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .05 18.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .04 .04 .04 .04 .04 .04 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50. .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .03 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 Pipe from small pond Qin= 6.72 CFS@ 11.90 HRS, VOLUME= .39 AF Qout= 6.61 CFS@ 11.91 HRS, VOLUME= .39 AF, ATTEN= 2%, LAG= .5 MIN DEPTH END AREA (FT) 0.00 . 15 .30 .45 1.05 1.20 1.35 1. 41 1.46 1. 50 (SQ-FT) 0.00 .09 .25 .45 1.32 1.52 1.68 1. 72 1. 75 1. 77 DISCH (CFS) 0.00 .35 1.48 3.32 14. 18 16.56 18.05 18.22 18.05 16.94 18" PIPE n= .013 LENGTH= 186 FT SLOPE= .026 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .64 FT PEAK VELOCITY= 9.3 FPS TRAVEL TIME = .3 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 OUTFLOW PEAK= 6.61 CFS@ 11.91 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 1.00 . 01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 . 01 1.50 .01 . 01 .01 .01 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 2.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.00 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 3.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 4.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 4.50 .05 .05 .05 .05 .05 .06 .06 .06 .06 .06 5.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 5.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 6.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 6.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 7.00 .08 .09 .09 .09 .09 .09 .09 .09 .09 .09 7.50 .09 .09 .09 .09 .09 .09 .09 . 10 .10 .10 8.00 . 10 . 10 .10 . 10 . 10 . 11 . 11 . 11 . 11 . 12 8.50 . 12 . 12 . 12 . 13 . 13 . 13 . 13 . 13 . 14 . 14 9.00 .14 .14 . 15 . 15 . 15 . 15 . 15 . 15 .15 . 15 9.50 . 15 . 15 . 15 . 16 . 16 . 16 . 17 .17 . 17 . 18 10.00 . 18 . 19 . 19 .20 .20 . 21 . 21 .22 .22 .23 10.50 .24 .24 .25 .26 .27 .28 .29 .30 .31 .32 11. 00 .33 .34 .36 .38 .40 .42 .45 .47 .49 .52 11. 50 .56 .74 1.14 1.68 2.26 2.95 4.02 5.51 6.58 6.08 12.00 4.07 2.26 1.46 1.17 .97 .86 . 77 .70 .65 .60 12.50 .55 .50 .47 .45 .43 .41 .39 .38 .36 .35 13.00 .34 .33 .32 .31 .30 .29 .28 .27 .27 .26 13.50 .25 .25 .24 .23 .23 .22 .22 . 21 . 21 .20 14.00 .20 . 19 . 19 . 19 . 18 . 18 . 18 . 18 . 18 .17 14.50 I .17 .17 .17 . 17 .17 . 16 . 16 . 16 . 16 . 16 15.00 . 16 . 15 . 15 . 15 . 15 . 15 . 14 . 14 .14 . 14 15.50 .14 .14 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 16.00 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 16.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 17.00 .10 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 . 10 17.50 . 10 .10 . 10 . 10 . 10 .10 .09 .09 .09 .09 18.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 18.50 .09 .09 .08 .08 .08 .08 .08 .08 .08 .08 19.00 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 19.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.00 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 20.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 21.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 22.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 24.00 .05 Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 Pond Qin= 19.25 CFS@ 11.91 HRS, VOLUME= 1 .04 AF Qout= 3.45 CFS@ 12.11 HRS, VOLUME= 1.03 AF, ATTEN= 82%, LAG= 12.0 MIN ELEVATION (FT) # 1 2 3 4 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 ROUTE p p p p CUM.STOR (CF) 0 119 1876 2222 3778 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 299.0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 301.0' 5" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 301. 1' 7" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 16926 CF PEAK ELEVATION= 301.2 FT FLOOD ELEVATION= 303.0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 59.7 MIN (1.03 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for upark TYPE II 24-HOUR RAINFALL= 8.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 TOTAL OUTFLOW PEAK= 3.45 CFS@ 12.11 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 : 0.00 . 01 .01 . 01 . 01 . 01 . 01 . 01 . 01 .01 1.50 . 01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .03 .03 .03 .03 .03 .03 .03 .04 2.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 3.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 3.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 4.00 .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 4.50 .08 .08 .08 .09 .09 .09 .09 .09 .09 . 10 5.00 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 5.50 . 12 . 12 . 12 . 12 . 12 . 13 . 13 .13 . 13 . 13 6.00 . 13 . 14 .14 .14 . 14 . 14 . 14 . 15 . 15 . 15 6.50 . 15 . 15 . 16 . 16 .16 . 16 . 16 . 16 . 17 .17 7.00 .17 .17 .17 . 18 . 18 .18 . 18 . 18 . 19 . 19 7.50 . 19 . 19 . 19 . 19 .20 .20 .20 .20 .20 . 21 8.00 .21 .21 . 21 .22 .22 .23 .23 .23 .23 .24 8.50 .24 .24 .25 .25 .25 .26 .26 .27 .27 .28 9.00 I .28 .29 .30 .30 . 31 .31 .31 .32 .32 .32 9.50 .33 .33 .33 .34 .34 .35 .35 .36 .36 .37 10.00 .38 .38 .39 .40 .41 .42 .43 .44 .45 .46 10.50 .47 .48 .49 .50 .52 .53 .55 .56 .58 .59 11.00 .61 .62 .64 .66 .68 . 71 .73 .76 .79 . 81 11. 50 .84 .89 .95 1.03 1.14 1.22 1. 31 1.42 1.82 2.76 12.00 3 .18 3.37 3.45 3.42 3.35 3.30 3.25 3.21 3. 16 3. 11 12.50 3.06 2.99 2.93 2.87 2.80 2.73 2.66 2.59 2.52 2.45 13.00 2.37 2.29 2.21 2. 12 2.02 .1. 92 1.82 1. 74 1. 66 1. 61 13.50 1.56 1.53 1. 51 1.50 1.49 1.49 1.48 1.47 1.46 1.45 14.00 1.45 1.44 1.43 1.42 1. 41 1. 41 1.40 1.39 1. 38 1.37 14.50 1.37 1.36 1.35 1.34 1.33 1.32 1.32 1. 31 1.30 1. 29 15.00 1.28 1. 27 1.27 1.26 1. 25 1.24 1.23 1. 22 1. 21 1. 21 15.50 1. 20 1. 19 1. 18 1.17 1. 15 1. 13 1. 11 1. 10 1.08 1.06 16.00 1.04 1.03 1.01 .99 .97 .96 .94 .93 .91 .88 16.50 .85 .83 .80 .78 .75 .73 .70 .68 .66 .64 17.00 . 61 .59 .57 .55 .53 . 51 .50 .48 .46 .45 17.50 .43 . 41 .40 .39 .38 .37 .36 .35 .34 .33 18.00 .32 .31 . 31 .30 .30 .29 .29 .28 .28 .27 18.50 .27 .27 .26 .26 .26 .25 .25 .25 .25 .25 19.00 .24 .24 .24 .24 .23 .23 .23 .22 .22 . 21 19.50 I .21 . 21 .21 .20 .20 .20 .20 .20 .20 . 19 20.00 . 19 .19 . 19 . 19 .19 . 19 . 19 . 19 . 18 . 18 20.50 . 18 .18 . 18 . 18 . 18 .18 . 18 . 18 . 18 . 18 21.00 .18 . 18 . 18 .18 . 18 . 18 . 18 . 18 . 18 . 18 21.50 . 18 . 18 . 18 . 18 . 18 . 18 .17 . 17 . 17 .17 22.00 .17 .17 .17 .17 .17 .17 .17 . 17 .17 .17 22.50 .17 .17 .17 . 17 . 17 .17 .17 .17 . 17 .17 23.00 .17 .17 .17 .17 . 16 . 16 . 16 . 16 . 16 . 16 23.50 . 16 . 16 . 16 . 16 . 16 .16 . 16 . 16 . 16 . 16 24.00 . 15 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 DV Al to Spring Loop PEAK= 4.31 CFS@ 11.89 HRS, VOLUME= .20 AF ACRES CN .29 89 Method TR-55 SHEET FLOW n=.02 L=127' Comment Segment ID: P2=4.5 in s=.0236 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 9 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 RUNOFF PEAK= 4.31 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 . 01 .01 .01 . 01 .01 .01 . 01 . 01 . 01 3.50 .01 .01 . 01 .01 .01 . 01 . 01 .01 .01 .01 4.00 . 01 . 01 . 01 .01 .01 . 01 . 01 . 01 .01 .01 4.50 . 01 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .. 04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 8.50 .05 .06 .06 .06 .06 .06 .06 .06 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .08 .08 .08 .08 .09 .09 .09 10.00 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 . 12 . 12 10.50 I . 12 . 13 . 13 .14 .14 . 15 . 15 . 16 .17 .17 11.00 .18 .19 .20 . 21 .23 .24 .25 .27 .28 .29 11.50 .34 .59 .90 1.22 1.54 1.94 2.74 3.67 4.26 2.81 12.00 .99 .54 .50 .47 .44 .41 .37 .34 .31 .28 12.50 .25 .24 .23 .22 .22 . 21 .20 . 19 . 19 . 18 13.00 . 17 .17 . 16 . 16 . 16 . 15 . 15 .14 .14 .14 13.50 . 13 . 13 . 13 . 12 . 12 . 12 . 12 . 11 . 11 . 11 14.00 .10 . 10 . 10 . 10 .10 . 10 . 10 .10 . 10 . 10 14.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 15.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 15.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 16.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 16.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 17.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .05 17.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 18.50 .05 .05 .05 .05 .05 .05 .05 .04 .04 .04 19.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 20.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 A2 to Hotel PEAK= 15.32 CFS@ 11.90 HRS, VOLUME= .75 AF ACRES CN 1.07 89 Method TR-55 SHEET FLOW n=.02 L=260' Comment Segment ID: P2=4.5 in s=.03 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 RUNOFF PEAK= 15.32 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 .01 .01 .01 . 01 . 01 .01 .01 .01 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 4.00 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 4.50 .05 .06 .06 .06 .06 .06 .06 .06 .07 .07 5.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 5.50 .08 .08 .09 .09 .09 .09 .09 .09 .09 . 10 6.00 . 10 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 6.50 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 12 . 12 . 13 7.00 .13 . 13 . 13 . 13 .13 . 13 .14 .14 .14 . 14 7.50 .14 . 14 . 14 . 15 . 15 . 15 . 15 . 15 . 15 . 15 8.00 . 16 . 16 . 16 .17 .17 . 18 . 18 . 19 . 19 .20 8.50 .20 .20 . 21 .21 .22 .22 .23 .23 .24 .24 9.00 .25 .25 .25 .25 .25 .26 .26 .26 .26 .26 9.50 .26 .27 .27 .28 .29 .30 .30 .31 .32 .33 10.00 .34 .34 .36 .37 .38 .39 .40 . 41 .43 .44 10.50 .45 .47 .49 .51 .52 .54 .56 .58 .60 .62 11.00 .65 .68 .73 .77 .82 .87 .92 .96 1. 01 1.06 11.50 1. 16 1.83 2.92 4.09 5.28 6.59 9.06 12.37 15.32 12.44 12.00 5.68 2.38 1. 91 1. 77 1. 65 1.54 1.42 1.30 1. 18 1.07 12.50 .95 .89 .86 .83 .80 .78 .75 .72 .70 .67 13.00 .64 .62 . 61 .59 .58 .57 .55 .54 .52 . 51 13.50 .49 .48 .47 .46 .45 .44 .43 .42 . 41 .40 14.00 .39 .38 .38 .37 .37 .37 .36 .36 .36 .35 14.50 .35 .35 .34 .34 .33 .33 .33 .32 .32 .32 15.00 .31 .31 .31 .30 .30 .30 .29 .29 .28 .28 15.50 .28 .27 .27 .27 .26 .26 .26 .25 .25 .24 16.00 .24 .24 .24 .24 .23 .23 .23 .23 .23 .23 16.50 .23 .23 .22 .22 .22 .22 .22 .22 .22 .22 17,00 I .21 . 21 .21 .21 .21 .21 . 21 .20 .20 .20 17.50 .20 .20 .20 .20 .20 . 19 . 19 . 19 . 19 . 19 18.00 .19 . 19 . 19 .18 .18 .18 . 18 .18 . 18 . 18 18.50 .17 .17 .17 .17 .17 .17 .17 .17 .16 . 16 19.00 . 16 . 16 . 16 . 16 .16 . 16 . 15 . 15 . 15 . 15 19.50 . 15 . 15 . 15 . 15 .14 .14 . 14 . 14 . 14 . 14 20.00 . 14 .14 .14 . 13 .13 . 13 . 13 . 13 . 13 . 13 20.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 21.00 . 13 . 13 . 13 . 13 .13 . 13 . 13 . 13 . 13 . 13 21.50 .13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 22.00 . 13 .12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 22.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 23.00 . 12 .12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 23.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 24.00 .09 Data for University Park 2 TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 21 Dec oo Hyd roCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 Developed Al'-1 PEAK= 1.94 CFS@ 11.86 HRS, VOLUME= . 10 AF ACRES CN SCS TR-20 METHOD . 16 83 TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1. 5 n=.024 L=115' P2=4.5 in s=.047 '/' SUBCATCHMENT 1 RUNOFF PEAK= 1.94 CFS@ 11.86 HOURS HOUR 0.00 . 10 .20 .30 .40 .50 .60 .70 .80 .90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 .01 .01 .01 .01 .01 .01 .01 . 01 6.00 .01 . 01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 7.00 . 01 . 01 . 01 . 01 . 01 .01 .01 .02 .02 .02 8.00 .02 .02 .02 .02 .02 .02 .02 .02 .03 .03 9.00 .03 .03 .03 .03 .03 .03 .03 .03 .04 .04 10.00 .04 .04 .05 .05 .05 .06 .06 .07 .07 .08 11.00 .09 . 10 . 11 . 12 .14 .24 .54 . 91 1. 72 1. 79 12.00 .36 .26 .22 . 19 . 15 '. 13 . 12 . 11 . 11 . 10 13.00 .09 .09 .08 .08 .07 .07 .07 .06 .06 .06 14.00 .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 15.00 .05 .04 .04 .04 .04 .04 .04 .04 .04 .04 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV sub to pond PEAK= 11.41 CFS@ 11.92 HRS, VOLUME= .57 AF ACRES CN C= .85 .88 84 Method TR-55 SHEET FLOW n=.025 L=282' Comment Segment ID: P2=4.5 in s=.021 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 4.4 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 11.41 CFS@ 11.92 HOURS HOUR 0.00 .05 . 10 .15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 . 01 .01 .01 .01 . 01 . 01 4.00 .01 .01 . 01 . 01 .01 .01 .02 .02 .02 .02 4.50 I .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 5.00 : .03 .03 .03 .03 .03 .03 .03 .04 .04 .04 5.50 : .04 .04 .04 .04 .04 .04 .04 .05 .05 .05 6.00 : .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 6.50 : .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 7.00 : .07 .07 .07 .07 .08 .08 .08 .08 .08 .08 7.50 : .08 .08 .09 .09 .09 .09 .09 .09 .09 .09 8.00 . 10 .10 . 10 . 10 . 11 . 11 . 11 . 11 . 12 . 12 8.50 . 12 . 13 . 13 .13 .14 . 14 . 15 . 15 . 15 . 16 9.00 . 16 . 16 . 16 .17 .17 .17 .17 .17 .17 .17 9.50 .17 . 18 . 18 . 19 . 19 .20 .20 . 21 . 21 .22 10.00 .23 .23 .24 .25 .26 .27 .28 .28 .29 .30 10.50 . 31 .32 .34 .35 .37 .38 .40 .41 .43 .44 11.00 .46 .48 . 51 .55 .58 .62 .65 .69 .73 . 77 11. 50 .82 1.13 1.84 2.69 3.60 4.58 6.13 8.53 11. 13 10.99 12.00 6.65 2.89 1. 77 1.49 1.36 1.27 1. 18 1.08 .99 .90 12.50 .80 .73 .70 .68 .65 .63 . 61 .59 .57 .55 13.00 .53 .51 .49 .48 .47 .46 .45 .44 .42 .41 13.50 .40 .39 .38 .37 .37 .36 .35 .34 .33 .32 14.00 .32 .31 .31 .30 .30 .30 .29 .29 .29 .29 14.50 I .28 .28 .28 .27 .27 .27 .27 .26 .26 .26 15.00 .25 .25 .25 .24 .24 .24 .24 .23 .23 .23 15.50 .22 .22 .22 .22 . 21 .21 . 21 .20 .20 .20 16.00 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 19 .19 . 18 16.50 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 .17 17.00 .17 .17 .17 .17 .17 .17 .17 .17 . 16 . 16 17.50 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 16 . 15 . 15 18.00 . 15 . 15 . 15 .15 . 15 . 15 . 15 .15 .14 . 14 18.50 . 14 .14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 . 13 19.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 19.50 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 20.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 20.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 21.00 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 .10 . 10 21.50 . 10 .10 .10 . 10 . 10 . 10 .10 . 10 .10 . 10 22.00 . 10 . 10 .10 .10 . 10 .10 . 10 . 10 . 10 . 10 22.50 . 10 . 10 . 10 . 10 . 10 .10 . 10 .10 . 10 . 10 23.00 . 10 .10 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 23.50 . 10 . 10 .09 .09 .09 .09 .09 .09 .09 .09 24.00 .09 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 Inlet area along front of site PEAK= 3.08 CFS@ 11.89 HRS, VOLUME= .16 AF ACRES CN .20 97 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN 17 Jan 01 SPAN= 0-24 HRS, dt=.05 HRS Method TR-55 SHEET FLOW n=.013 L=190' Comment Segment ID: P2=4 .5 in s=.023 '/' Tc (min) 1. 8 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 RUNOFF PEAK= 3.08 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 . 01 .01 .01 . 01 . 01 . 01 .01 . 01 . 01 1. 50 .01 . 01 .01 . 01 .01 . 01 . 01 . 01 . 01 . 01 2.00 .01 . 01 . 01 . 01 . 01 . 01 . 01 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .05 .05 .05 .05 .05 .05 8.50 .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 9.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .06 .06 .06 .07 .07 .07 .07 .07 .07 .08 10.00 .08 .08 .08 .08 .09 .09 .09 .09 . 10 . 10 10.50 .10 . 10 . 11 . 11 . 12 . 12 . 12 . 13 . 13 . 14 11.00 . 14 . 15 . 16 . 17 .18 . 19 .20 . 21 .22 .22 11.50 .26 .45 .69 .92 1. 15 1.44 2.01 2.66 3.04 1.95 12.00 .67 .38 .35 .33 .31 .29 .26 .24 .22 .20 12.50 . 18 .17 . 16 . 16 . 15 . 15 . 14 . 14 . 13 . 13 13.00 . 12 . 12 . 11 . 11 . 11 . 11 .10 . 10 . 10 . 10 13.50 .09 .09 .09 .09 .08 .08 .08 .08 .08 .08 14.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 14.50 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 15.00 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 15.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.00 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5 .11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 Inlet along front of site Qin= 3.08 CFS@ 11.89 HRS, VOLUME= .16 AF Qout= 3.06 CFS@ 11.89 HRS, VOLUME= .16 AF, ATTEN= 1%, LAG= .1 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 . 13 .54 1 . 21 5.17 6.03 6.58 6.64 6.58 6. 17 12" PIPE n= .013 LENGTH= 40 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .48 FT PEAK VELOCITY= 8.0 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 OUTFLOW PEAK= 3.06 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 .01 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 1.50 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 2.00 . 01 .01 .01 .01 . 01 . 01 .01 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 6.50 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .04 .04 .04 .05 .05 .05 .05 .05 .05 8.50 .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 9.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.50 .06 .06 .06 .07 .07 .07 .07 .07 .07 .08 10.00 .08 .08 .08 .08 .09 .09 .09 .09 . 10 . 10 10.50 . 10 .10 . 11 . 11 . 12 . 12 . 12 . 13 . 13 .14 11.00 .14 . 15 . 16 .17 .18 . 19 .20 . 21 . 21 .22 11.50 .26 .44 .67 .90 1.14 1.42 1.98 2.63 3.02 2.03 12.00 .72 .39 .35 .33 .31 .29 .26 .24 .22 .20 12.50 .18 .17 . 16 . 16 . 15 . 15 .14 . 14 . 13 . 13 13.00 . 12 . 12 . 12 . 11 . 11 . 11 . 10 . 10 . 10 . 10 13.50 .09 .09 .09 .09 .09 .08 .08 .08 .08 .08 14.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 14.50 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 15.00 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 15.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.00 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 I .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 - Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 Roof area South PEAK= .47 CFS@ 11.88 HRS, VOLUME= .02 AF SQ-FT CN 1322.00 98 Method TR-55 SHEET FLOW n=.013 L=66' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 1 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 RUNOFF PEAK= .47 CFS@ 11.88 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 (). 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.50 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 .01 6.00 . 01 .01 .01 . 01 . 01 . 01 .01 . 01 .01 .01 6.50 I .01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 . 01 7.00 . 01 .01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 7.50 .01 . 01 . 01 . 01 . 01 .01 . 01 . 01 . 01 . 01 8.00 .01 . 01 .01 . 01 . 01 .01 . 01 . 01 .01 . 01 8.50 .01 .01 . 01 . 01 .01 .01 . 01 . 01 . 01 .01 9.00 .01 .01 .01 . 01 .01 . 01 . 01 . 01 . 01 . 01 9.50 .01 .01 .01 . 01 . 01 . 01 .01 .01 .01 .01 10.00 .01 .01 .01 .01 . 01 .01 . 01 . 01 .01 .02 10.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 11.00 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 11.50 .04 .08 . 11 . 15 .18 .23 .33 .43 .45 .25 12.00 .08 .06 .05 .05 .05 .04 .04 .04 .03 .03 12.50 .03 .03 .02 .02 .02 .02 .02 .02 .02 .02 13.00 .02 .02 .02 .02 .02 .02 .02 .02 .01 .01 13.50 .01 .01 . 01 . 01 . 01 .01 .01 . 01 .01 .01 14.00 . 01 .01 .01 . 01 .01 .01 .01 .01 .01 .01 14.50 .01 . 01 .01 . 01 .01 . 01 .01 . 01 .01 .01 15.00 .01 . 01 .01 . 01 .01 . 01 .01 . 01 .01 .01 15.50 . 01 .01 .01 .01 .01 .01 . 01 .01 .01 . 01 16.00 . 01 . 01 .01 .01 .01 .01 .01 . 01 .01 . 01 16.50 . 01 .01 . 01 . 01 .01 .01 . 01 .01 .01 .01 17.00 . 01 . 01 .01 . 01 . 01 .01 . 01 .01 .01 .01 17.50 .01 .01 .01 . 01 .01 . 01 .01 . 01 .01 . 01 18.00 .01 .01 .01 . 01 .01 . 01 .01 .01 .01 . 01 18.50 .01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 Roof Drain middle PEAK= 1.89 CFS@ 11.89 HRS, VOLUME= .10 AF SQ-FT CN 5341.00 98 Method TR-55 SHEET FLOW n=.013 L=134' Comment segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.9 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 RUNOFF PEAK= 1.89 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 1. 00 .01 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 1.50 .01 .01 . 01 .01 . 01 . 01 . 01 . 01 .01 .01 2.00 .01 . 01 . 01 .01 . 01 . 01 . 01 . 01 .01 .01 2.50 .01 .01 . 01 . 01 .01 . 01 .01 .01 .01 .01 3.00 .01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 . 01 3.50 .01 . 01 . 01 . 01 . 01 . 01 . 01 . 01 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 7.50 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 9.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 10.00 .05 .05 .05 .05 .05 .06 .06 .06 .06 .06 10.50 .06 .06 .07 .07 .07 .07 .08 .08 .08 .08 11. 00 .09 .09 . 10 . 10 . 11 . 12 . 12 . 13 . 13 . 14 11.50 . 16 .28 .42 .56 .70 .88 1. 23 1. 62 1.87 1.22 12.00 .43 .23 .22 .20 . 19 . 18 . 16 . 15 . 13 . 12 12.50 . 11 .10 . 10 . 10 .09 .09 .09 .08 .08 .08 13.00 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 13.50 .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 14.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 14.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.00 .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 15.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .02 17.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 17.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50. .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.00 .02 .02 .02 .02 .02 .01 . 01 .01 .01 . 01 21 .50 . 01 . 01 .01 . 01 .01 .01 .01 . 01 . 01 .01 22.00 .01 .01 .01 .01 . 01 . 01 . 01 . 01 .01 .01 22.50 .01 .01 .01 . 01 .01 .01 . 01 . 01 . 01 .01 23.00 .01 .01 .01 .01 .01 .01 . 01 .01 . 01 . 01 23.50 .01 .01 .01 . 01 .01 .01 . 01 . 01 . 01 .01 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 Roof Drain Area North PEAK= .86 CFS@ 11.88 HRS, VOLUME= .04 AF SQ-FT CN 2433.00 98 Method TR-55 SHEET FLOW n=.013 L=93' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 5 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 RUNOFF PEAK= .86 CFS@ 11.88 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 .01 .01 . 01 2.50 .01 . 01 .01 . 01 .01 .01 . 01 .01 .01 .01 3.00 .01 . 01 .01 . 01 . 01 .01 .01 .01 .01 . 01 3.50 .01 .01 .01 . 01 . 01 .01 .01 .01 .01 .01 4.00 . 01 .01 .01 .01 .01 .01 .01 .01 .01 .01 4.50 .01 . 01 .01 . 01 . 01 . 01 . 01 . 01 .01 .01 5.00 .01 . 01 . 01 . 01 . 01 .01 . 01 .01 . 01 . 01 5.50 . 01 .01 .01 .01 .01 . 01 . 01 .01 .01 .01 6.00 .01 . 01 .01 .01 .01 . 01 . 01 .01 . 01 . 01 6.50 .01 .01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 7.00 .01 .01 . 01 . 01 . 01 .01 . 01 .01 .01 .01 7.50 . 01 .01 . 01 .01 . 01 .01 .01 . 01 .01 .01 8.00 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 .01 8.50 .01 . 01 .02 .02 .02 .02 .02 .02 .02 .02 9.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.00 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 10.50 .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 11.00 .04 .04 .04 .05 .05 .05 .06 .06 .06 .06 11. 50 .08 . 13 .20 .26 .33 . 41 .58 .76 .84 .51 12.00 .16 .10 .10 .09 .09 .08 .07 .07 .06 .05 12.50 .05 .05 .05 .04 .04 .04 .04 .04 .04 .04 13.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 13.50 .03 .03 .02 .02 .02 .02 .02 .02 .02 .02 14.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 14.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 15.00 .02 .02 .02 .02 .02 .02 .02 .02 .01 .01 15.50 . 01 . 01 .01 .01 . 01 . 01 .01 . 01 .01 . 01 16.00 .01 . 01 .01 . 01 . 01 . 01 . 01 .01 .01 .01 16.50 .01 . 01 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 17.00 . 01 . 01 .01 .01 .01 . 01 . 01 .01 . 01 . 01 17.50 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 18.00 . 01 . 01 .01 . 01 .01 .01 . 01 .01 . 01 .01 18.50 .01 . 01 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 19.00 .01 . 01 . 01 . 01 . 01 .01 . 01 .01 .01 .01 19.50 . 01 .01 .01 . 01 .01 . 01 . 01 . 01 . 01 .01 20.00 . 01 . 01 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 20.50. .01 .01 .01 .01 . 01 . 01 .01 .01 .01 . 01 21.00 .01 .01 .01 .01 .01 . 01 . 01 .01 . 01 . 01 21.50 . 01 . 01 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 22.00 .01 .01 . 01 .01 .01 . 01 . 01 .01 . 01 .01 22.50 : .01 .01 .01 . 01 .01 . 01 . 01 . 01 .01 . 01 23.00 : . 01 .01 .01 . 01 .01 . 01 . 01 . 01 .01 .01 23.50 : .01 . 01 .01 . 01 .01 .01 . 01 .01 .01 . 01 24.00 : 0.00 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 Roof Drain Pipe Qin= 3 .22 CFS@ 11.89 HRS, VOLUME= .17 AF Qout= 3.16 CFS@ 11.89 HRS, VOLUME= .17 AF, ATTEN= 2%, LAG= .2 MIN DEPTH END AREA (FT) 0.00 .10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 .17 .70 1.57 6.72 7.84 8.55 8.63 8.55 8.02 12" PIPE n= .01 LENGTH= 126 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .42 FT PEAK VELOCITY= 9.9 FPS TRAVEL TIME = .2 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 OUTFLOW PEAK= 3.16 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 . 01 . 01 . 01 . 01 . 01 . 01 1.00 .01 . 01 .01 . 01 . 01 . 01 . 01 . 01 .01 .01 1.50 .01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 8.00 .04 .05 .05 .05 .05 .05 .05 .05 .05 .05 8.50 .05 .06 .06 .06 .06 .06 .06 .06 .06 .06 9.00 .06 .06 .06 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 10.00 .08 .08 .09 .09 .09 .09 . 10 . 10 .10 . 10 10.50 . 11 . 11 . 11 . 12 . 12 . 13 .13 . 13 . 14 . 14 11. 00 . 15 . 15 . 16 . 18 .19 .20 .20 .21 .22 .23 11.50 .27 .45 .69 .94 1. 18 1.48 2.05 2.73 3. 13 2.18 12.00 .82 .42 .37 .35 .32 .30 .28 .25 .23 .21 12.50 . 19 .17 .17 . 16 . 16 . 15 . 15 . 14 . 14 . 13 13.00 . 13 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 10 . 10 13.50 . 10 . 10 .09 .09 .09 .09 .09 .08 .08 .08 14.00 .08 .08 .08 .07 .07 .07 .07 .07 .07 .07 14.50 I .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 15.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 15.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .03 18.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21 .50 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 Small Pond Subcachment PEAK= 5.54 CFS@ 11.89 HRS, VOLUME= .27 AF SQ-FT CN 15756.00 94 Method TR-55 SHEET FLOW n=.014 L=136' Comment Segment ID: P2=4.5 in s=.023 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 9.80 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 RUNOFF PEAK= 5.54 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 . 01 .01 .01 . 01 .01 .01 . 01 2.00 .01 . 01 . 01 .01 .01 . 01 . 01 .01 .01 . 01 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 5.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 6.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.50 .05 .05 .05 .05 .06 .06 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.50 .06 .06 .06 .06 .06 .07 .07 .07 .07 .07 8.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 8.50 .08 .09 .09 .09 .09 .09 . 10 . 10 . 10 . 10 9.00 .10 .10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 9.50 . 10 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 13 . 13 10.00 . 13 .14 . 14 . 14 . 15 . 15 . 16 . 16 .17 .17 10.50 I .17 .18 . 19 . 19 .20 . 21 .22 .22 .23 .24 11.00 .25 .26 .28 .29 .31 .33 .35 .36 .38 .40 11.50 .48 .84 1.25 1. 66 2.08 2.63 3.70 4.87 5.42 3.27 12.00 1.05 .67 .63 .59 .55 . 51 .47 .43 .39 .35 12.50 .31 .30 .29 .28 .27 .26 .25 .24 .23 .23 13.00 .22 .21 .21 .20 .20 . 19 .19 .18 . 18 .17 13.50 .17 . 16 . 16 . 16 . 15 . 15 . 15 . 14 . 14 . 13 14.00 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 . 12 14.50 . 12 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 15.00 . 11 . 11 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 15.50 .09 .09 .09 .09 .09 .09 .09 .09 .08 .08 16.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .08 .08 .08 .08 .08 .08 .07 .07 .07 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 18.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 .06 .05 .05 .05 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .04 .04 .04 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 Pipe from small pond Qin = 7.28 CFS@ 11 .90 HRS, VOLUME= .44 AF Qout= 7.18 CFS@ 11.91 HRS, VOLUME= .44 AF, ATTEN= 1%, LAG= .5 MIN DEPTH END AREA (FT) 0.00 . 15 .30 .45 1.05 1.20 1.35 1. 41 1.46 1.50 (SQ-FT) 0.00 .09 .25 .45 1.32 1.52 1.68 1. 72 1. 75 1. 77 DISCH (CFS) 0.00 .35 1.48 3.32 14. 18 16.56 18.05 18.22 18.05 16.94 18" PIPE n= .013 LENGTH= 186 FT SLOPE= .026 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .67 FT PEAK VELOCITY= 9.5 FPS TRAVEL TIME = .3 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 OUTFLOW PEAK= 7.18 CFS@ 11.91 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 .01 .01 .01 . 01 .01 1.00 . 01 . 01 .01 .01 . 01 .01 . 01 .01 . 01 .01 1.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 2.50 .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 3.00 .04 .04 .04 .04 .04 .04 .04 .05 .05 .05 3.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 4.00 .05 .05 .05 .06 .06 .06 .06 .06 .06 .06 4.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 5.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 5.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 6.00 .08 .08 .08 .08 .09 .09 .09 .09 .09 .09 6.50 .09 .09 .09 .09 .09 .09 .09 .09 .10 . 10 7.00 . 10 . 10 . 10 . 10 .10 . 10 . 10 . 10 . 10 . 10 7.50 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 8.00 . 11 . 11 . 11 . 12 . 12 .12 . 12 . 13 . 13 . 13 8.50 . 13 . 14 . 14 . 14 . 14 . 15 . 15 . 15 . 16 . 16 9.00 . 16 . 16 . 16 .17 . 17 .17 .17 .17 .17 .17 9.50 . 17 .17 . 17 . 18 . 18 . 18 . 19 .19 .20 .20 10.00 .20 .21 . 21 .22 .23 .23 .24 .25 .25 .26 10.50 .27 .27 .28 .29 .30 . 31 .32 .33 .35 .36 11.00 .37 .38 .40 .43 .45 .48 .50 .53 .55 .58 11. 50 .63 .84 1.30 1. 92 2.56 3.33 4.54 6. 13 7. 16 6.59 12.00 4.73 2.64 1.60 1.31 1.08 .96 .85 .78 .70 .65 12.50 .60 .55 .52 .50 .48 .46 .44 .42 .41 .39 13.00 .37 .36 .35 .34 .33 .32 .31 .31 .30 .29 13.50 .28 .27 .27 .26 .25 .25 .24 .24 .23 .23 14.00 .22 .22 .21 . 21 . 21 .20 .20 .20 .20 .19 14.50 . 19 .19 . 19 . 19 . 18 . 18 . 18 .18 .18 .17 15.00 .17 .17 .17 .17 .16 . 16 . 16 . 16 . 16 . 16 15.50 . 15 . 15 . 15 . 15 . 15 . 14 .14 .14 . 14 .14 16.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 16.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 17.00 . 12 . 12 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 17.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 10 . 10 .10 18.00 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 . 10 18.50 . 10 .09 .09 .09 .09 .09 .09 .09 .09 .09 19.00 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 19.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 20.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 21.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 22.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 23.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 24.00 .06 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 Pond Qin= 21.43 CFS@ 11.91 HRS, VOLUME= 1.17 AF Qout= 5.02 CFS@ 12.07 HRS, VOLUME= 1 .17 AF, ATTEN= 77%, LAG= 9.8 MIN ELEVATION (FT) 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 # ROUTE 1 p 2 p 3 p 4 p CUM.STOR (CF) 0 119 1876 2222 3778 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 299.0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 301.0' 5" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 301. 1' 7" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) STOR-IND METHOD PEAK STORAGE = 18822 CF PEAK ELEVATION= 301.8 FT FLOOD ELEVATION= 303.0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 58.9 MIN (1.17 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 TOTAL OUTFLOW PEAK= 5.02 CFS@ 12.07 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 1.00 . 01 . 01 . 01 . 01 . 01 .01 .01 . 01 . 01 .02 1.50 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 2.00 .03 .03 .03 .04 .04 .04 .04 .04 .04 .05 2.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .06 3.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .07 3.50 .07 .07 .07 .07 .07 .07 .08 .08 .08 .08 4.00 .08 .08 .08 .09 .09 .09 .09 .09 . 10 . 10 4.50 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 12 . 12 5.00 . 12 . 12 . 12 . 13 . 13 . 13 . 13 .13 .14 . 14 5.50 . 14 .14 .14 . 15 .15 . 15 . 15 . 15 . 16 . 16 6.00 . 16 . 16 . 16 .17 .17 .17 .17 .17 . 18 . 18 6.50 . 18 . 18 . 18 . 19 .19 . 19 . 19 . 19 .20 .20 7.00 .20 .20 .21 .21 . 21 .21 . 21 .22 .22 .22 7.50 .22 .22 .23 .23 .23 .23 .23 .23 .23 .23 8.00 .24 .24 .24 .24 .24 .25 .25 .25 .26 .26 8.50 .27 .27 .28 .28 .29 .30 .30 .31 .31 .32 9.00 .33 .33 .34 .35 .35 .36 .36 .37 .37 .37 9.50 .37 .38 .38 .39 .39 .40 .40 .41 .41 .42 10.00 .43 .44 .45 .46 .47 .48 .49 .50 . 51 .52 10.50 .53 .54 .55 .57 .58 .60 . 61 .63 .64 .66 11.00 .68 .70 .72 . 74 .76 .79 .81 .84 .87 .90 11. 50 .93 .95 1. 01 1. 10 1. 20 1.27 1.36 1.48 2.44 3. 16 12.00 4.36 4.95 4.94 4. 77 4.53 4.26 3.98 3.72 3.50 3.36 12.50 3.27 3.21 3. 15 3.09 3.03 2.96 2.90 2.83 2.76 2.70 13.00 2.62 2.55 2.48 2.40 2.32 ·2.24 2 .16 2.07 1. 97 1.87 13.50 1. 78 1. 70 1. 64 1. 58 1. 55 1.52 1. 50 1.50 1.49 1.48 14.00 1.48 1.47 1.46 1.45 1.44 1.44 1.43 1.42 1. 41 1.41 14.50 1.40 1.39 1.38 1.37 1.37 1.36 1.35 1.34 1.34 1.33 15.00 1.32 1.31 1.30 1.30 1.29 1.28 1. 27 1.26 1. 25 1. 25 15.50 1.24 1. 23 1.22 1. 21 1. 20 1.20 1. 19 1. 18 1.17 1. 15 16.00 1. 13 1. 11 1.10 1.08 1.06 1.05 1.03 1. 01 .99 .98 16.50 .96 .95 .93 .92 .89 .87 .84 .82 .79 . 77 17.00 .75 .72 .70 .68 .66 .64 .62 .60 .58 .56 17.50 .54 .52 . 51 .49 .48 .46 .45 .43 .42 .41 18.00 .40 .39 .38 .37 .36 .35 .34 .33 .33 .32 18.50 .32 .31 .31 .30 .30 .29 .29 .28 .28 .28 19.00 .28 .27 .27 .27 .26 .26 .26 .26 .25 .25 19.50 .25 .25 .24 .24 .24 .24 .24 .23 .23 .23 20.00 .22 .22 .21 .21 .21 . 21 . 21 .21 .21 . 21 20.50 .21 . 21 .20 .20 .20 .20 .20 .20 .20 .20 21.00 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 21.50 .20 .20 .20 .20 .20 .20 .20 . 19 . 19 . 19 22.00 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 22.50 . 19 . 19 .19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 23.00 .19 . 19 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 23.50 .18 . 18 . 18 . 18 . 18 .18 . 18 . 18 .18 .18 24.00 .17 Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 Above ground detention Qin= 5.54 CFS@ 11.89 HRS, VOLUME= .27 AF Qout= 4.27 CFS@ 11.93 HRS , VOLUME= .27 AF, ATTEN= 23%, LAG= 2.6 MIN ELEVATION CUM.STOA (FT) (CF) 208.2 0 209.0 1812 # ROUTE INVERT OUTLET DEVICES STOR-IND METHOD PEAK STORAGE = 1180 CF PEAK ELEVATION= 208.7 FT FLOOD ELEVATION= 209.0 FT START ELEVATION= 208.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 6.8 MIN (.27 AF) 1 P 208.2' 1.1' x 1.1' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) (Limited to weir flow@ low head) Data for upark TYPE II 24-HOUR RAINFALL= 9.80 IN Prepared by urban design group 17 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 TOTAL OUTFLOW PEAK= 4.27 CFS@ 11.93 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 0.00 0.00 0.00 0.00 0.00 . 01 .01 .01 .01 .01 2.00 .01 .01 .01 . 01 .01 . 01 .01 . 01 .01 .01 2.50 . 01 .01 . 01 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .04 .04 .04 .04 .04 5.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.50 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 6.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 6.50 .05 .05 .05 .05 .05 .05 .06 .06 .06 .06 7.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 7.50 .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 8.00 .07 .07 .07 .07 .07 .07 .07 .07 .08 .08 8.50 .08 .08 .08 .09 .09 .09 .09 .09 .09 .10 9.00 . 10 . 10 .10 . 10 .10 . 10 . 10 . 10 . 10 . 10 9.50 .10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 10.00 . 12 . 13 . 13 . 13 .14 .14 . 15 . 15 . 15 . 16 10.50 . 16 .17 .17 . 18 . 18 .19 .20 .20 . 21 .22 11.00 .23 .23 .25 .26 .27 .29 .30 .32 .33 .35 11.50 .38 .47 .76 1 . 11 1.53 2.03 2.75 3.72 4.15 4.20 12.00 3.50 1. 79 1. 14 .87 .72 .63 .56 .50 .46 .43 12.50 .40 .37 .35 .33 . 31 .30 .29 .27 .26 .25 13.00 .24 .23 .23 .22 . 21 . 21 .20 .20 . 19 . 19 13.50 . 18 .18 .17 .17 . 16 . 16 . 16 . 15 . 15 . 14 14.00 .14 .14 . 14 .13 . 13 . 13 . 13 . 13 . 13 . 12 14.50 . 12 . 12 .12 . 12 . 12 . 12 . 12 . 11 . 11 . 11 15.00 . 11 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 15.50 . 10 .10 .10 .09 .09 .09 .09 .09 .09 .09 16.00 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 16.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 17.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 17.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 18.00 .07 .06 .06 .06 .06 .06 .06 .06 .06 .06 18.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.00 .06 .06 .06 .06 .05 .05 .05 .05 .05 .05 19.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .04 .04 21.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 21.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 22.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .04 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 8 DV Al to Spring Loop PEAK= 4 .87 CFS@ 11.89 HRS, VOLUME= .23 AF ACRES CN .29 89 Method TR-55 SHEET FLOW n=.02 L=127' Comment Segment ID: P2=4.5 in s=.0236 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 9 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 RUNOFF PEAK= 17.33 CFS@ 11.90 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 . 01 .01 . 01 2.50 .01 . 01 .02 .02 .02 .02 .02 .02 .02 .03 3.00 .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 3.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 4.00 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 4.50 .07 .07 .07 .08 .08 .08 .08 .08 .08 .09 5.00 .09 ·.o9 .09 .09 .09 .09 . 10 .10 . 10 . 10 5.50 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 6.00 .12 . 12 . 12 . 12 .13 . 13 . 13 . 13 . 13 . 13 6.50 . 14 .14 . 14 . 14 .14 . 14 . 15 . 15 . 15 . 15 7.00 .15 .15 . 16 . 16 . 16 . 16 . 16 . 16 .17 .17 7.50 .17 . 17 .17 .17 . 18 . 18 . 18 .18 . 18 . 18 8.00 . 19 . 19 . 19 .20 .20 .21 .21 .22 .23 .23 8.50 .24 .24 .25 .25 .26 .26 .27 .27 .28 .29 9.00 .29 .29 .30 .30 .30 .30 .30 .30 .30 .30 9.50 .30 .31 .32 .33 .34 .34 .35 .36 .37 .38 10.00 .39 .40 .41 .43 .44 .45 .47 .48 .49 . 51 10.50 .52 .54 .56 .58 . 61 .63 .65 .67 .70 .72 11.00 .74 .78 .84 .89 .94 1.00 1.05 1. 10 1. 16 1. 22 11. 50 1. 33 2. 10 3.34 4.66 6.01 7.50 10.27 14.01 17.33 14.05 12.00 6.41 2.69 2. 15 1.99 1.86 1.73 1. 60 1.47 1.33 1. 20 12.50 1.07 1.00 .97 .94 .91 .88 .85 .82 .78 .75 13.00 .73 .70 .69 .67 .65 '.64 .62 .60 .59 .57 13.50 .56 .54 .53 .52 . 51 .50 .48 .47 .46 .45 14.00 .44 .43 .43 .42 .42 .41 .41 .41 .40 .40 14.50 .39 .39 .39 .38 .38 .37 .37 .36 .36 .36 15.00 .35 .35 .34 .34 .34 .33 .33 .32 .32 .32 15.50 .31 .31 .30 .30 .30 .29 .29 .28 .28 .28 16.00 .27 .27 .27 .27 .26 .26 .26 .26 .26 .26 16.50 .26 .25 .25 .25 .25 .25 .25 .25 .24 .24 17.00 .24 .24 .24 .24 .23 .23 .23 .23 .23 .23 17.50 .23 .22 .22 .22 .22 .22 .22 .22 .21 .21 18.00 .21 . 21 .21 . 21 .21 .20 .20 .20 .20 .20 18.50 .20 .20 . 19 .19 . 19 . 19 . 19 . 19 . 19 . 18 19.00 .18 .18 . 18 . 18 .18 .18 .17 .17 .17 .17 19.50 .17 .17 . 16 . 16 . 16 . 16 . 16 .16 . 16 . 15 20.00 . 15 . 15 . 15 . 15 .15 . 15 . 15 . 15 . 15 . 15 20.50 .15 . 15 . 15 .15 . 15 . 15 . 15 . 15 . 15 .15 21.00 .15 . 15 . 15 . 15 . 15 . 15 . 15 . 14 . 14 . 14 21.50 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 22.00 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 . 14 22.50 . 14 . 14 . 14 . 14 . 14 .14 . 14 .14 . 14 . 14 23.00 . 14 . 13 . 13 .13 .13 . 13 . 13 . 13 . 13 . 13 23.50 .13 . 13 . 13 . 13 .13 . 13 . 13 . 13 . 13 . 13 24.00 . 10 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 21 Dec 00 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 7 A2 to Hotel PEAK= 17.33 CFS@ 11.90 HRS, VOLUME= .86 AF ACRES CN 1. 07 89 Method TR-55 SHEET FLOW n=.02 L=260' Comment Segment ID: P2=4.5 in s=.03 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 3.0 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 RUNOFF PEAK= 3.46 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 1.00 .01 .01 .01 .01 . 01 . 01 .01 . 01 . 01 . 01 1. 50 .01 .01 . 01 . 01 .01 . 01 .01 . 01 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 8.00 .05 .05 .05 .05 .05 .05 .05 .05 .06 .06 8.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .07 .08 .08 .08 .08 .08 .09 10.00 .09 .09 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 10.50 . 11 . 12 . 12 .13 . 13 .14 .14 . 14 . 15 . 15 11.00 .16 .17 . 18 . 19 .20 . 21 .22 .23 .24 .25 11.50 .30 . 51 . 77 1.03 1. 29 1. 62 2.26 2.99 3.41 2. 19 12.00 .75 .43 .40 .37 .35 .32 .30 .27 .24 .22 12.50 .20 . 19 . 18 . 18 .17 . 16 . 16 .15 . 15 . 14 13.00 .14 . 13 . 13 . 13 . 12 '• 12 . 12 . 11 . 11 . 11 13,50 I . 10 . 10 . 10 . 10 . 10 .09 .09 .09 .09 .08 14.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 14.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 15.00 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 15.50 .06 .06 .06 .06 .06 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for University Park 2 TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 Developed Al'i PEAK= 2.22 CFS@ 11 .85 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD . 16 83 TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1.5 n=.024 L=115' P2=4.5 in s=.047 '/' SUBCATCHMENT 1 RUNOFF PEAK= 2.22 CFS@ 11.85 HOURS HOUR 0.00 . 10 .20 .30 .40 .50 .60 .70 .80 .90 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 . 01 5.00 .01 . 01 .01 .01 . 01 . 01 .01 . 01 . 01 .01 6.00 .01 . 01 .01 .01 .01 .01 . 01 . 01 . 01 .02 7.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 8.00 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 9.00 I .03 .03 .04 .04 .04 .04 .04 .04 .04 .05 10.00 .05 .05 .06 .06 .06 .07 .07 .08 .09 .09 11. 00 . 10 . 12 . 13 . 15 . 16 .28 .63 1.05 1. 96 2.04 12.00 .41 .29 .25 . 21 .18 "15 .14 . 13 . 12 . 11 13.00 . 10 .10 .09 .09 .08 .08 .08 .07 .07 .07 14.00 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 15.00 .05 .05 .05 .05 .05 .05 .04 .04 .04 .04 16.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 17.00 .04 .03 .03 .03 .03 .03 .03 .03 .03 .03 18.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.00 .03 .03 .03 .03 .02 .02 .02 .02 .02 .02 20.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21 .00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 21 Dec oo HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV sub to pond PEAK= 12 .99 CFS@ 11.92 HRS, VOLUME= .66 AF ACRES CN C= .85 .88 84 Method TR-55 SHEET FLOW n=.025 L=282 ' Comment Segment ID: P2=4 .5 in s=.021 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, d t =.05 HRS Tc (min) 4 .4 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DV sub to pond PEAK= 12.99 CFS@ 11.92 HRS, VOLUME= .66 AF ACRES CN C= .85 .88 84 Method TR-55 SHEET FLOW n=.025 L=282' Comment Segment ID: P2=4.5 in s=.021 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 4.4 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 Hyd roCAD 5 . 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK= 12.99 CFS@ 11.92 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 . 01 3.50 : . 01 .01 .01 . 01 . 01 .01 .01 .02 .02 .02 4.00 : .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 4.50 : .03 .03 .03 .03 .03 .03 .04 .04 .04 .04 5.00 : .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 5.50 : .05 .05 .05 .06 .06 .06 .06 .06 .06 .06 6.00 : .06 .07 .07 .07 .07 .07 .07 .07 .07 .08 6.50 : .08 .08 .08 .08 .08 .08 .09 .09 .09 .09 7.00 : .09 .09 .09 .09 . 10 . 10 . 10 . 10 . 10 . 10 7.50 : . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 12 8.00 I . 12 . 12 .12 . 13 . 13 . 13 .14 .14 . 14 . 15 8.50 . 15 . 16 . 16 . 16 . 17 .17 .18 . 18 . 19 . 19 9.00 . 19 .20 .20 .20 .20 .20 .20 .20 .21 . 21 9.50 .21 .21 .22 .22 .23 .24 .24 .25 .26 .26 10.00 .27 .28 .29 .30 .31 .32 .33 .34 .35 .36 10.50 .37 .38 .40 .41 .43 .45 .47 .48 .50 .52 11.00 .54 .56 .60 .64 .68 .72 .76 .81 .85 .89 11.50 .95 1 . 31 2. 13 3. 11 4.16 5.27 7.03 9.75 12.69 12.50 12.00 7.55 3.28 2.01 1. 68 1.54 1.44 1. 33 1.23 1 . 12 1. 01 12.50 . 91 .83 .79 .76 .74 .72 .69 .67 .64 .62 13.00 .59 .57 .56 .55 .53 .. 52 . 51 .49 .48 .47 13.50 .45 .44 .43 .42 . 41 .40 .39 .39 .38 .37 14.00 .36 .35 .35 .34 .34 .34 .33 .33 .33 .32 14.50 .32 .32 .31 . 31 . 31 .30 .30 .30 .29 .29 15.00 .29 .28 .28 .28 .27 .27 .27 .26 .26 .26 15.50 .25 .25 .25 .24 .24 .24 .23 .23 .23 .22 16.00 .22 .22 .22 .22 . 21 .21 .21 .21 .21 . 21 16.50 .21 .21 .20 .20 .20 .20 .20 .20 .20 .20 17.00 .20 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 18 17.50 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 18 . 17 .17 18.00 I . 17 .17 .17 .17 .17 . 17 . 16 .16 . 16 . 16 18.50 .16 . 16 . 16 . 16 . 16 . 15 . 15 . 15 . 15 . 15 19.00 . 15 . 15 . 15 . 14 . 14 . 14 . 14 . 14 . 14 . 14 19.50 . 14 . 14 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 20.00 . 12 . 12 .12 . 12 . 12 .12 . 12 . 12 . 12 . 12 20.50 . 12 . 12 . 12 . 12 .12 . 12 . 12 . 12 . 12 . 12 21.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 21.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 11 . 11 22.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 22.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.00 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 23.50 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 24.00 . 10 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 Inlet area along front of site PEAK= 3.46 CFS@ 11 .89 HRS, VOLUME= .18 AF ACRES CN .20 97 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN 16 Jan 01 SPAN= 0-24 HRS, dt=.05 HRS Method TR-55 SHEET FLOW n=.013 L=190' Comment Segment ID: P2=4.5 in s=.023 '/' Tc (min) 1.8 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5. 11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 6 RUNOFF PEAK= 3.46 CFS@ 11 .89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 1.00 . 01 . 01 . 01 . 01 .01 .01 .01 . 01 .01 . 01 1.50 .01 . 01 .01 . 01 .01 .01 . 01 .01 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 8.00 .05 .05 .05 .05 .05 .05 .05 .05 .06 .06 8.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .07 .08 .08 .08 .08 .08 .09 10.00 .09 .09 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 10.50 . 11 . 12 . 12 . 13 . 13 . 14 . 14 . 14 . 15 . 15 11•00 I . 16 .17 . 18 . 19 .20 .21 .22 .23 .24 .25 11. 50 .30 . 51 . 77 1. 03 1.29 1. 62 2.26 2.99 3.41 2. 19 12.00 .75 .43 .40 .37 .35 .32 .30 .27 .24 .22 12.50 .20 . 19 . 18 .18 .17 . 16 . 16 . 15 . 15 . 14 13.00 .14 . 13 . 13 . 13 . 12 . 12 . 12 . 11 . 11 . 11 13.50 . 10 . 10 . 10 .10 . 10 .09 .09 .09 .09 .08 14.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 14.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 15.00 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 15.50 .06 .06 .06 .06 .06 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 .01 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 Inlet along front of site Qin= 3.46 CFS@ 11.89 HRS, VOLUME= .18 AF Qout= 3.43 CFS@ 11.89 HRS, VOLUME= .18 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA (FT) 0.00 . 10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 .77 .78 .79 DISCH (CFS) 0.00 .13 .54 1. 21 5.17 6.03 6.58 6.64 6.58 6.17 12" PIPE n= .013 LENGTH= 40 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .52 FT PEAK VELOCITY= 8.2 FPS TRAVEL TIME= .1 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 3 OUTFLOW PEAK= 3.43 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .01 1.00 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 .01 . 01 1.50 . 01 .01 .01 .01 . 01 .01 . 01 .01 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.50 .04 .04 .04 .05 .05 .05 .05 .05 .05 .05 8.00 .05 .05 .05 .05 .05 .05 .05 .05 .06 .06 8.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .07 .07 .08 .08 .08 .08 .08 .08 10.00 .09 .09 .09 .09 . 10 . 10 . 10 . 11 . 11 . 11 10.50 . 11 . 12 . 12 . 13 . 13 . 14 . 14 .14 . 15 . 15 11. 00 .16 .17 . 18 . 19 .20 .21 .22 .23 .24 .25 11.50 .29 .49 .76 1. 01 1. 28 1. 60 2.23 2.96 3.40 2.28 12.00 . 81 .44 .39 .38 .34 .32 .29 .27 .24 .22 12.50 .20 . 19 . 18 . 18 .17 .16 .16 . 15 . 15 . 14 13.00 .14 . 13 . 13 . 13 . 12 . 12 . 12 . 11 . 11 . 11 13.50 . 10 . 10 . 10 . 10 .10 .09 .09 .09 .09 .08 14.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 14.50 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 15.00 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 15.50 .06 .06 .06 .06 .06 .05 .05 .05 .05 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16. 50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 17.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 19.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 : .03 .03 .03 .03 .03 .03 .03 .03 .03 .02 23.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 24.00 : .01 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 Roof area south PEAK= .53 CFS@ 11.88 HRS, VOLUME= .03 AF SQ-FT CN 1322.00 98 Method TR-55 SHEET FLOW n=.013 L=66' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1. 1 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 3 RUNOFF PEAK= .53 CFS@ 11.88 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 5.00 : .01 .. 01 . 01 .01 . 01 . 01 .01 . 01 . 01 .01 5.50 : . 01 . 01 .01 .01 . 01 . 01 .01 . 01 .01 . 01 6.00 : . 01 . 01 .01 .01 . 01 . 01 .01 .01 .01 . 01 6.50 : . 01 . 01 . 01 .01 . 01 . 01 . 01 .01 .01 . 01 7.00 I . 01 . 01 . 01 .01 . 01 . 01 .01 . 01 .01 . 01 7.50 .01 .01 . 01 .01 .01 .01 . 01 . 01 .01 .01 8.00 .01 . 01 . 01 . 01 . 01 . 01 .01 . 01 .01 .01 8.50 .01 . 01 . 01 .01 . 01 .01 .01 .01 . 01 . 01 9.00 .01 .01 . 01 . 01 . 01 . 01 .01 . 01 .01 .01 9.50 .01 . 01 . 01 .01 . 01 .01 .01 . 01 .01 . 01 10.00 .01 .01 . 01 .01 .02 .02 .02 .02 .02 .02 10.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 11.00 .02 .03 .03 .03 .03 .03 .03 .04 .04 .04 11.50 .05 .09 . 13 .17 .21 .26 .37 .48 . 51 .28 12.00 .08 .06 .06 .06 .05 .05 .04 .04 .04 .03 12.50 .03 .03 .03 .03 .03 .02 .02 .02 .02 .02 13.00 .02 .02 .02 .02 .02 ' .02 .02 .02 .02 .02 13.50 .02 .02 .02 .01 . 01 .01 .01 . 01 .01 . 01 14.00 .01 . 01 .01 .01 . 01 . 01 .01 . 01 .01 .01 14.50 . 01 . 01 .01 . 01 . 01 . 01 . 01 . 01 . 01 .01 15.00 .01 . 01 . 01 . 01 .01 .01 . 01 . 01 . 01 . 01 15.50 .01 . 01 .01 . 01 .01 .01 . 01 . 01 .01 . 01 16.00 .01 .01 .01 .01 .01 . 01 . 01 .01 .01 . 01 16.50 .01 .01 .01 .01 .01 . 01 . 01 . 01 . 01 . 01 17.00 .01 .01 .01 . 01 .01 .01 .01 . 01 . 01 . 01 17.50 . 01 . 01 . 01 .01 .01 . 01 .01 . 01 .01 . 01 18.00 .01 . 01 .01 .01 . 01 . 01 .01 . 01 .01 .01 18.50 .01 . 01 .01 . 01 .01 .01 .01 .01 . 01 . 01 19.00 .01 .01 .01 . 01 .01 0.00 0.00 0.00 0.00 0.00 19.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 Roof Drain middle PEAK= 2.12 CFS@ 11.89 HRS, VOLUME= .11 AF SQ-FT CN 5341.00 98 Method TR-55 SHEET FLOW n=.013 L=134' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.9 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 4 RUNOFF PEAK= 2.12 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 .01 . 01 .01 .01 1.00 . 01 .01 . 01 .01 .01 .01 . 01 .01 . 01 .01 1.50 .01 .01 .01 . 01 . 01 .01 .01 . 01 .01 . 01 2.00 . 01 .01 .01 . 01 .01 . 01 .01 . 01 .01 .01 2.50 . 01 . 01 . 01 . 01 . 01 . 01 .01 .01 .01 .02 3.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 4.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 5.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 6.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 7.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 8.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .04 8.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 9.50 .04 .04 .05 .05 .05 .05 .05 .05 .05 .05 10.00 .05 .06 .06 .06 .06 .06 .06 .07 .07 .07 10.50 .07 .07 .08 .08 .08 .08 .09 .09 .09 .09 11, 00 I . 10 . 10 . 11 . 12 . 12 . 13 . 14 .14 . 15 . 16 11.50 . 18 .31 .47 .63 .79 .99 1.38 1. 82 2. 10 1.37 12.00 .48 .26 .24 .23 .21 .20 . 18 .17 . 15 . 14 12.50 . 12 . 12 . 11 . 11 . 10 . 10 . 10 .09 .09 .09 13.00 .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 13.50 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 14.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 14.50 .05 .05 .04 .04 .04 .04 .04 .04 .04 .04 15.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 15.50 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 16.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 16.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 17.50 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 18.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 18.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 19.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 20.50 I .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21. 00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 21.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 22.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 23.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 . 01 24.00 . 01 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 Roof Drain Area North PEAK= .97 CFS@ 11.88 HRS, VOLUME= .05 AF SQ-FT CN 2433.00 98 Method TR-55 SHEET FLOW n=.013 L=93' Comment Segment ID: P2=4.5 in s=.01 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 5 RUNOFF PEAK= .97 CFS@ 11 .88 HOURS HOUR 0.00 .05 .10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00 . 01 . 01 .01 .01 . 01 2.00 .01 .01 . 01 .01 . 01 . 01 . 01 .01 .01 . 01 2.50 .01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 3.00 .01 . 01 .01 .01 . 01 . 01 .01 .01 .01 .01 3.50 .01 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 4.00 .01 .01 . 01 .01 . 01 . 01 .01 .01 .01 . 01 4.50 . 01 .01 .01 . 01 . 01 . 01 . 01 .01 .01 . 01 5.00 . 01 . 01 .01 . 01 .01 . 01 .01 .01 .01 .01 5.50 .01 .01 .01 .01 . 01 . 01 .01 .01 .01 .01 6.00 .01 . 01 .01 .01 .01 .01 .01 . 01 .01 .01 6.50 .01 . 01 . 01 . 01 . 01 . 01 .01 . 01 .01 .01 7.00 .01 . 01 . 01 . 01 .01 . 01 .01 . 01 .01 .01 7.50 . 01 . 01 . 01 . 01 .01 . 01 . 01 .01 .01 .01 8.00 .01 . 01 . 01 . 01 . 01 . 01 .02 .02 .02 .02 8.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.00 I .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 9.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 10.00 .02 .03 .03 .03 .03 .03 .03 .03 .03 .03 10.50 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 11.00 .04 .05 .05 .05 .06 .06 .06 .07 .07 .07 11.50 .09 . 15 .22 .30 .37 .46 .65 .86 .95 .57 12.00 . 18 . 12 . 11 . 10 . 10 .09 .08 .07 .07 .06 12.50 .05 .05 .05 .05 .05 .05 .04 .04 .04 .04 13.00 .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 13.50 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 14.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 14.50 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 15.00 : .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 15.50 : .02 .02 .02 .02 .02 .02 .02 . 01 . 01 .01 16.00 : .01 . 01 . 01 .01 .01 . 01 . 01 . 01 .01 .01 16.50 : .01 .01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 17.00 .01 . 01 .01 . 01 .01 . 01 . 01 .01 .01 . 01 17.50 . 01 .01 . 01 . 01 . 01 . 01 . 01 .01 . 01 .01 18.00 .01 .01 . 01 . 01 .01 . 01 . 01 .01 . 01 .01 18.50 .01 .01 . 01 .01 .01 . 01 .01 . 01 .01 .01 19.00 .01 .01 . 01 .01 .01 . 01 .01 . 01 .01 . 01 19.50 .01 . 01 . 01 .01 .01 . 01 . 01 .01 .01 .01 20.00 .01 . 01 . 01 . 01 .01 . 01 .01 .01 .01 .01 20.50 .01 . 01 . 01 .01 .01 .01 . 01 . 01 . 01 . 01 21.00 . 01 . 01 .01 .01 . 01 . 01 . 01 . 01 . 01 . 01 21.50 . 01 .01 .01 .01 . 01 . 01 .01 . 01 .01 .01 22.00 .01 . 01 .01 . 01 .01 . 01 .01 . 01 .01 .01 22.50 . 01 . 01 . 01 .01 . 01 . 01 . 01 . 01 . 01 . 01 23.00 .01 . 01 .01 . 01 . 01 . 01 .01 .01 .01 .01 23.50 . 01 .01 . 01 . 01 .01 . 01 .01 .01 . 01 . 01 24.00 0.00 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 Roof Drain Pipe Qin= 3.61 CFS@ 11.89 HRS, VOLUME= .19 AF Qout= 3.55 CFS@ 11.89 HRS, VOLUME= .19 AF, ATTEN= 2%, LAG= .2 MIN DEPTH END AREA (FT) 0.00 .10 .20 .30 .70 .80 .90 .94 .97 1.00 (SQ-FT) 0.00 .04 . 11 .20 .59 .67 .74 . 77 .78 .79 DISCH (CFS) 0.00 . 17 .70 1.57 6.72 7.84 8.55 8.63 8.55 8.02 12" PIPE n= .01 LENGTH= 126 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .45 FT PEAK VELOCITY= 10.2 FPS TRAVEL TIME = .2 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 2 OUTFLOW PEAK= 3.55 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 .01 . 01 .01 .01 .01 . 01 .01 . 01 1.00 . 01 . 01 .01 .01 .01 .01 .02 .02 .02 .02 1.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.00 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .03 .03 .03 3.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 5.00 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.50 I .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.00 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 6.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 7.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 7.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 8.00 .05 .05 .05 .05 .05 .06 .06 .06 .06 .06 8.50 .06 .06 .06 .06 .07 .07 .07 .07 .07 .07 9.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 9.50 .07 .07 .08 .08 .08 .08 .08 .09 .09 .09 10.00 .09 .09 . 10 . 10 .10 . 10 . 11 . 11 . 11 . 12 10.50 I . 12 . 12 . 13 .13 .14 . 14 . 15 . 15 .16 . 16 11.00 .17 .17 . 19 .20 .21 .22 .23 .24 .25 .26 11.50 . 31 .50 .78 1.05 1.33 1. 66 2.30 3.07 3.51 2.44 12.00 . 91 .47 .42 .39 .36 .34 .31 .29 .26 .23 12.50 . 21 .20 . 19 .18 .18 .17 .17 . 16 . 15 . 15 13.00 .14 . 14 .14 .13 .13 . 13 . 12 . 12 . 12 . 11 13.50 . 11 . 11 . 10 . 10 .10 . 10 . 10 .09 .09 .09 14.00 t .09 .09 .08 .08 .08 .08 .08 .08 .08 .08 14.50 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 15.00 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 15.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .05 16.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 16.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 17.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .04 17 .50 t .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.00 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 18.50 : .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 19.00 I .04 .04 .04 .04 .03 .03 .03 .03 .03 .03 19.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 20.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 21.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 22.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 23.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 Small Pond Subcachment PEAK= 6.23 CFS@ 11.89 HRS , VOLUME= .31 AF SQ-FT CN 15756.00 94 Method TR-55 SHEET FLOW n=.014 L=136 ' Comment Segment ID: P2=4.5 in s=.023 '/' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL=11.00 IN SPAN= 0-24 HRS, dt=.05 HRS Tc (min) 1.5 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 2 RUNOFF PEAK= 6.23 CFS@ 11.89 HOURS HOUR 0.00 .05 . 10 .15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 1.50 . 01 . 01 .01 . 01 .01 . 01 .01 .01 . 01 .01 2.00 . 01 . 01 .01 .02 .02 .02 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .. 02 .02 .02 .02 .02 3.00 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .04 .04 .04 .04 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 5.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 5.50 I .05 .05 .05 .05 .05 .05 .05 .06 .06 .06 6.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 6.50 .06 .06 .06 .06 .06 .06 .07 .07 .07 .07 7.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 7.50 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 8.00 .08 .08 .08 .08 .09 .09 .09 .09 .09 .09 8.50 . 10 . 10 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 9.00 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 9.50 . 12 . 12 . 12 . 13 . 13 . 13 . 14 . 14 . 14 . 15 10.00 . 15 . 15 . 16 . 16 . 17 .17 . 18 .18 . 19 . 19 10.50 .20 . 21 .21 .22 .23 .24 .24 .25 .26 .27 11. 00 .28 .30 . 31 .33 .35 .37 .39 . 41 .43 .45 11.50 .54 .95 1.41 1.88 2.35 2.96 4.16 5.48 6.09 3.67 12.00 1. 19 .76 .71 .66 .62 .57 .53 .48 .44 .39 12.50 .35 .34 .33 .32 .31 .29 .28 .27 .26 .25 13.00 .24 .24 .23 .23 .22 ' .22 .21 .20 .20 . 19 13.50 . 19 . 18 . 18 . 18 . 17 . 17 . 16 . 16 . 16 . 15 14.00 . 15 . 15 .14 . 14 .14 . 14 . 14 . 14 . 14 .14 14.50 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 . 12 15.00 .12 . 12 . 12 .12 . 11 . 11 . 11 . 11 . 11 . 11 15.50 . 11 . 10 . 10 . 10 . 10 . 10 . 10 . 10 .09 .09 16.00 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 16.50 .09 .09 .09 .09 .08 .08 .08 .08 .08 .08 17.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 17.50 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 18.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 18.50 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 19.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .05 .05 .05 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 24.00 .02 Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5 .11 001705 (c) 1986-1999 Applied Microcomputer Systems roND 2 Above ground detention Qin= 6.23 CFS@ 11.89 HRS, VOLUME= .31 AF Qout= 4.61 CFS@ 11.93 HRS, VOLUME= .31 AF, ATTEN= 26%, LAG= 2.9 MIN ELEVATION CUM.STOA (FT) (CF) 208.2 0 209.0 1812 # ROUTE INVERT OUTLET DEVICES STOR-IND METHOD PEAK STORAGE = 1396 CF PEAK ELEVATION= 208.8 FT FLOOD ELEVATION= 209.0 FT START ELEVATION= 208.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 6.8 MIN (.31 AF) 1 P 208.2' 1.1' x 1.1' HORIZONTAL ORIFICE/GRATE Q=.6 Area SQR(2gH) (Limited to weir flow@ low head) Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 2 TOTAL OUTFLOW PEAK= 4.61 CFS@ 11.93 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 0.00 .01 . 01 .01 . 01 .01 . 01 . 01 .01 .01 2.00 . 01 .01 .01 .01 . 01 .01 .02 .02 .02 .02 2.50 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 3.00 .02 .02 .02 .03 .03 .03 .03 .03 .03 .03 3.50 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 4.00 .03 .03 .03 .04 .04 .04 .04 .04 .04 .04 4.50 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 5.00 .04 .05 .05 .05 .05 .05 .05 .05 .05 .05 5.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .06 6.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 6.50 I .06 .06 .06 .06 .06 .06 .06 .06 .07 .07 7.00 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 7.50 : .07 .07 .07 .07 .07 .07 .07 .07 .08 .08 8.00 : .08 .08 .08 .08 .08 .08 .08 .09 .09 .09 8.50 : .09 .09 . 10 . 10 .10 . 10 . 10 . 11 . 11 . 11 9.00 . 11 . 11 . 11 . 12 . 12 . 12 . 12 . 12 . 12 . 12 9.50 . 12 .12 . 12 . 12 . 12 . 13 . 13 . 13 . 14 .14 10.00 . 14 . 15 . 15 . 15 .16 . 16 .17 .17 . 18 . 18 10.50 .18 . 19 .20 .20 .21 .22 .22 .23 .24 .25 11.00 .26 .27 .28 .29 .31 .32 .34 .36 .38 .40 11. 50 .43 .57 .87 1.26 1. 77 2.30 3. 14 3.94 4.46 4.57 12.00 3.98 2.34 1.37 1.02 .83 .71 .63 .57 . 51 .46 12.50 .43 .41 .38 .36 .35 .33 .32 .31 .30 .28 13.00 .27 .26 .25 .25 .24 .23 .23 .22 .21 .21 13.50 .20 .20 . 19 . 19 . 18 . 18 . 18 .17 .17 . 16 14.00 . 16 . 16 . 15 . 15 . 15 . 15 . 14 . 14 .14 .14 14.50 . 14 . 14 . 13 . 13 .13 . 13 . 13 . 13 . 13 . 13 15.00 . 12 . 12 . 12 . 12 .12 . 12 . 12 . 11 . 11 . 11 15.50 . 11 . 11 . 11 . 11 . 10 . 10 . 10 . 10 . 10 . 10 16.00 . 10 .09 .09 .09 .09 .09 .09 .09 .09 .09 16.50 .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 17.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 17.50 .08 .08 .08 .08 .08 .08 .08 .07 .07 .07 18.00 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 18.50 .07 .07 .07 .07 .07 .07 .07 .06 .06 .06 19.00 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 19.50 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 20.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 20.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 21.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 22.50 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.00 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 23.50 .05 .05 .05 .04 .04 .04 .04 .04 .04 .04 24.00 .04 Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 Pipe from small pond Qin= 7.97 CFS@ 11.90 HRS, VOLUME= .50 AF Qout= 7.83 CFS@ 11.91 HRS, VOLUME= .50 AF, ATTEN= 2%, LAG= .5 MIN DEPTH END AREA (FT) 0.00 . 15 .30 .45 1.05 1. 20 1.35 1.41 1.46 1.50 (SQ-FT) 0 .00 .09 .25 .45 1.32 1. 52 1. 68 1. 72 1. 75 1. 77 DISCH (CFS) 0.00 .35 1.48 3.32 14. 18 16.56 18.05 18.22 18.05 16.94 18" PIPE n= .013 LENGTH= 186 FT SLOPE= .026 FT/FT STOR -IND+TRANS METHOD PEAK DEPTH= .70 FT PEAK VELOCITY= 9.7 FPS TRAVEL TIME = .3 MIN SPAN= 0-24 HRS, dt=.05 HRS Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems REACH 1 OUTFLOW PEAK= 7.83 CFS@ 11.91 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 .01 .01 . 01 . 01 .01 .01 .01 1.00 .01 . 01 .01 .01 .01 .02 .02 .02 .02 .02 1. 50 .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 2.00 .03 .03 .03 .03 .04 .04 .04 .04 .04 .04 2.50 .04 .04 .04 .04 .04 .05 .05 .05 .05 .05 3.00 .05 .05 .05 .05 .05 .05 .05 .05 .06 .06 3.50 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 4.00 .06 .06 .06 .07 .07 .07 .07 .07 .07 .07 4.50 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 5.00 .08 .. 08 .08 .08 .08 .08 .08 .08 .09 .09 5.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 6.00 . 10 .10 . 10 . 10 . 10 .10 . 10 . 10 . 10 . 10 6.50 . 10 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 11 . 11 7.00 . 11 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 . 12 7.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 13 8.00 . 13 . 13 . 13 . 13 . 13 .14 .14 .14 . 15 . 15 8.50 . 15 . 15 . 16 . 16 . 16 .17 .17 .17 . 18 . 18 9.00 . 18 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 . 19 9.50 . 19 . 19 .20 .20 .20 .21 .21 .22 .22 .23 10.00 .23 .24 .24 .25 .26 .26 .27 .28 .29 .29 10.50 .30 . 31 .32 .33 .34 .35 .37 .38 .39 .40 11. 00 .42 .44 .46 .48 .51 .54 .57 .59 .62 .65 11.50 . 71 .97 1.50 2. 18 2.91 3.80 5.14 6.73 7.80 7.27 12.00 5.29 3.22 1.97 1.48 1.25 1.08 .97 .87 .79 .71 12.50 .65 . 61 .58 .55 .53 .51 .49 .47 .45 .44 13.00 .42 .41 .39 .38 .37 ' .36 .35 .34 .33 .33 13.50 .32 .31 .30 .29 .29 .28 .27 .27 .26 .25 14.00 .25 .24 .24 .23 .23 .23 .23 .22 .22 .22 14.50 .22 . 21 .21 .21 . 21 .21 .20 .20 .20 .20 15.00 . 19 . 19 . 19 . 19 . 19 . 18 . 18 . 18 . 18 .17 15.50 .17 .17 .17 .17 . 16 . 16 . 16 . 16 . 15 . 15 16.00 . 15 . 15 .15 . 15 .14 .14 .14 .14 .14 . 14 16.50 . 14 . 14 . 14 . 14 . 14 . 14 . 13 . 13 . 13 . 13 17.00 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 13 . 12 . 12 17.50 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 . 12 18.00 . 12 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 . 11 18.50 . 11 . 11 . 11 . 11 .10 . 10 . 10 . 10 . 10 . 10 19.00 . 10 . 10 . 10 . 10 . 10 .10 .09 .09 .09 .09 19.50 .09 .09 .09 .09 .09 .09 .09 .09 .09 .08 20.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 20.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.00 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 21.50 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 22.00 I .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 22.50 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.00 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 23.50 : .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 24.00 : .06 Data for upark TYPE II 24-HOUR RAINFALL=ll.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 Pond Qin= 24.02 CFS@ 11.91 HRS, VOLUME= 1.33 AF Qout= 6.18 CFS@ 12.07 HRS, VOLUME= 1.33 AF, ATTEN= 74%, LAG= 9.6 MIN ELEVATION (FT) # 1 2 3 4 296.2 296.5 297.4 297.5 298.0 298.5 299.0 300.0 301.0 302.0 302.3 302.8 ROUTE p p p p CUM.STOA (CF) 0 119 1876 2222 3778 6951 10105 13258 16412 19565 20511 22087 INVERT 296.2' 6" OUTLET DEVICES ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 299.0' 6" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 301.0' 5" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) 301. 1' 7" ORIFICE/GRATE Q=.6 PI rA2 SQR(2g) SQR(H-r) STOR-IND METHOD PEAK STORAGE= 21178 CF PEAK ELEVATION= 302.5 FT FLOOD ELEVATION= 303.0 FT START ELEVATION= 296.2 FT SPAN= 0-24 HRS, dt=.05 HRS Tdet= 57.9 MIN (1.33 AF) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) (Use H/2 if H<d) Data for upark TYPE II 24-HOUR RAINFALL=11.00 IN Prepared by urban design group 16 Jan 01 HydroCAD 5.11 001705 (c) 1986-1999 Applied Microcomputer Systems POND 1 TOTAL OUTFLOW PEAK= 6.18 CFS@ 12.07 HOURS HOUR 0.00 .05 . 10 . 15 .20 .25 .30 .35 .40 .45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .01 .01 .01 1.00 .01 .01 . 01 . 01 . 01 .02 .02 .02 .02 .02 1. 50 .02 .02 .03 .03 .03 .03 .03 .04 .04 .04 2.00 .04 .04 .05 .05 .05 .05 .05 .05 .05 .06 2.50 .06 .06 .06 .06 .06 .06 .06 .07 .07 .07 3.00 .07 .07 .07 .07 .07 .08 .08 .08 .08 .08 3.50 .08 .09 .09 .09 .09 .09 . 10 . 10 .10 . 10 4.00 . 10 . 10 . 11 . 11 . 11 . 11 . 11 . 12 . 12 . 12 4.50 . 12 . 13 . 13 . 13 . 13 . 14 .14 . 14 . 14 .14 5.00 . 15 .15 . 15 .15 . 16 . 16 . 16 . 16 . 16 .17 5.50 .17 .17 .17 .18 . 18 . 18 . 18 . 19 . 19 . 19 6.00 . 19 . 19 .20 .20 .20 .20 . 21 .21 . 21 .21 6.50 .22 .22 .22 .22 .22 .23 .23 .23 .23 .23 7.00 .23 .23 .24 .24 .24 .24 .24 .24 .25 .25 7.50 .25 .25 .25 .26 .26 .26 .26 .26 .27 .27 8.00 .27 .27 .28 .28 .28 .29 .29 .30 .30 . 31 8.50 .31 .32 .33 .33 .34 .35 .35 .36 .37 .37 9.00 .38 .39 .39 .40 .40 .41 .42 .42 .42 .43 9.50 .43 .44 .44 .45 .45 .46 .46 .47 .48 .48 10.00 .49 .50 .51 .52 .53 .54 .55 .56 .57 .59 10.50 .60 . 61 .63 .64 .65 .67 .69 . 71 .72 .74 11.00 .76 .78 .80 .82 .85 .88 .90 .93 .95 .97 11. 50 .99 1.02 1.09 1. 18 1.24 1.32 1.43 1.88 2.92 4.42 12.00 5.79 6.14 6. 11 5.94 5.73 5.50 5.25 4.97 4.65 4.29 12.50 3.93 3.61 3.40 3.29 3.22 3. 16 3. 10 3.04 2.97 2.91 13.00 2.84 2.78 2.71 2.64 2.57 .2.49 2.42 2.35 2.27 2.19 13.50 2.10 2.01 1. 91 1. 81 1. 73 1. 66 1. 61 1. 56 1.53 1. 51 14.00 1.50 1.49 1.49 1.48 1.47 1.47 1.46 1.45 1.44 1.44 14.50 1.43 1.42 1.42 1.41 1.40 1.39 1.39 1.38 1.37 1.36 15.00 1.36 1.35 1.34 1. 33 1. 33 1.32 1. 31 1.30 1.29 1.29 15.50 1.28 1.27 1.26 1.25 1. 25 1.24 1.23 1.22 1. 21 1. 21 16.00 1.20 1.19 1. 18 1.17 1. 15 1.14 1. 12 1. 10 1.09 1.07 16.50 1.06 1.04 1.02 1. 01 .99 .98 .96 .95 .93 .92 17.00 .89 .87 .85 .82 .80 .78 .76 .73 . 71 .69 17.50 .67 .65 .64 .62 .60 .58 .56 .55 .53 .52 18.00 .50 .49 .48 .46 .45 .43 .42 .41 .40 .39 18.50 .39 .38 .37 .36 .36 .35 .34 .34 .33 .33 19.00 .32 .32 . 31 . 31 .30 .30 .30 .29 .29 .29 19.50 .28 .28 .28 .28 .27 .27 .27 .26 .26 .26 20.00 .26 .25 .25 .25 .25 .25 .25 .24 .24 .24 20.50. .24 .24 .24 .24 .24 .24 .23 .23 .23 .23 21.00 .23 .23 .23 .23 .23 .23 .23 .22 .22 .22 21 .50 .22 .22 .22 .22 .22 .22 .22 .22 .22 .22 22.00 .22 .22 .22 .22 .22 .22 .22 .21 . 21 . 21 22.50 . 21 . 21 . 21 .21 .21 .21 .21 .21 .21 .21 23.00 . 21 .21 . 21 .21 .21 .21 . 21 .21 .21 .21 23.50 .20 .20 .20 .20 .20 .20 .20 .20 .20 .20 24.00 . 19 GRADING/ DRAINAGE PLAN AND OUTLET STRUCTURES