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8 Development Permit 462 Emerald Park Park
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' I " i ~ \ 6 --~J) \ ---, \ P-002 6 SQ36··--..... ....... ~ 1 ~ ) N024 • F 003 24 N003 12 F-037 F-034 12 N016 IV-008 18 N019 12 N015 IV-007 J IV-010 1609 N018 1-002 /6, 1-001 <:::; ~ 1 DUPLICATE PRESUBMISSION CONFERENCE REPORT March 20, 1996 TO : FROM: SUBJECT : Allen Swoboda 1607 Emerald Parkway, College Station, TX 77845 Deborah Keating, Urban Design Group 909 Southwest Parkway, Suite E, College Station, TX 77840 Project Review Committee ~ Sabine Kuenzel, Senior Planner ~ Kent Laza, City Engineer Larry Lightfoot, P&Z Representative Others Attending Natalie Thomas, Planning Technician Shirley Volk, Development Coordinator Tony Michalsky, Electrical Operations Coordinator Laverne Akin, G. T.E. Representative Don Fazzino, Lone Star Gas Representative Preliminary Plat -Emerald Plaza Park; proposed subdivision of approximately 20.13 acres into nine Administrative Professional lots generally located on the northeast comer of State Highway 6 and Emerald Parkway. (96-301) A Presubmission Conference meeting was held Wednesday, March 20, 1996 to discuss the above mentioned preliminary plat. The following is a list of ordinance requirements identified by the Presubmission Conference. This list does not relieve the applicant of total compliance with all current ordinance requirements. Ordinance Requirements: According to the City's Driveway Ordinance, the proposed location of Gemstone will need to be moved north a minimum of 80' to be the proper distance from Emerald Parkway. It can be moved no further than 250' north in order to remain the proper distance away from the entrance ramp. All things considered, staff feels the optimum location for the roadway would be approximately 80 -100' north of its proposed location. If these requirements make access to the Frontage Road no longer viable, staff will be available to review alternative layouts in order to expedite this development. Show the existing entrance ramp along the State Highway 6 frontage road to include the distance from the proposed Gemstone from the gore. Show the floodway on th • .•.. .,.• t.f!' .. • ~ \-;----- f xvr PRC Report Emerald Plaza Park Case #96-301 Page 2of2 Ordinance Requirements (cont.): DUPLICATE ~ Add a general note pertaining to lots 6 -9 concerning the lack of utilities and access and that they are not buildable lots . r~x rf1 Submit the necessary documentation for a Letter of Map Amendment to FEMA in order to re-establish the floodplain since the fill has been placed on the site . Comments/Concerns: t x· x Three phase electrical service is available south of the Agency Records Control property across Emerald Parkway . Coordinate service details and cost estimates with Electrical Operations Coordinator Tony Michalsky at ( 409) 764-3660 . Since Gemstone is a public street, the developer will be responsible for street lighting according to City Specifications . Coordinate telephone service details with G . T.E . Representative La Verne Akin at ( 409) 820-4723 . Coordinate gas service details with Lone Star Gas Representative Don Fazzino at ( 409) 776-0627 . SUBMIT 13 COPIES OF THE REVISED FINAL PLAT BY WEDNESDAY, MARCH 27, 1996 TO BE INCLUDED IN THE PLANNING AND ZONING COMMISSION PACKETS FOR THE MEETING OF THURSDAY, APRIL 4, 1996 . THE CITY COUNCIL WILL CONSIDER THE FINAL PLAT ON THURSDAY, APRIL 25, 1996 . BOTH MEETINGS WILL BE HELD AT 7:00 P.M. IN THE COUNCIL ROOM OF THE COLLEGE STATION CITY HALL LOCATED AT 1101 TEXAS A VENUE SOUTH. -I • ~)/V~: -----1)-~~~ ~Ur-4'U/3 --.:.~--7 ~] -i:~~~S'.<~- ~~ . ---rr.bL , _ ...z;f,f,,,,,P-f!l!!!!o~~ ,,.~~ _ ~ .ll-4:/)'-'?" 71f6 ~~I ... _ _ I -~~--1 -mpeoiJ@Wl~ l\Jb ---- --------------1 _ _ __ _ //it/7 ~ 1t-_1¥c;f ~'f _ I -~ ~-C::JAJiifbv<:. l.J/ J J'kt' .S7Z.A.D I --l-IJ<-(...... --ie ~ ~ec-~(e~ ,c..r n,...t Of ---. ~tw~ ~ I rrf AC( S JU.[)'-/ kr:A>itK S ~ ~ ftJfE*b ~ ~v~~ EMERALD PLAZA PARK IMPACT STUDY OWNER: Allen Swoboda 1607 Emerald Parkway College Station, Texas 77840 ENGINEER: Urban Design Group P.O. Box 10153 College Station, Texas 77842 February 1996 TABLE OF CONTENTS I . Purpose II. Water Impact m. Sewer Impact IV. Drainage Impact v. Traffic Impact VI. Electric Impact Figure 1. Figure 2. Preliminary Water Layout Preliminary Sewer Layout Appendix A. Electric Layout I. Purpose The purpose of this report is to provide staff with pertinent information regarding the proposed subdivision to show the impact on the City's existing infrastructures, and ensure adequate conformance with City ordinances . II. Water Impact Two existing waterlines are available for supply to the proposed subdivision . An 8" runs along the north side of Emerald Parkway and a 12 " main runs along the east side of the frontage road . Figure 1 shows the existing and proposed water lines for the subdivision . An 8" line is proposed to tie on to the existing 8" at the location of the proposed roadway, and continue around the road serving each proposed lot. Recent fire hydrant tests indicate the following pressure available at the nearest fire hydrant on the adjacent existing 8" line. Location Hydrant Main Outlet Static Flow GPM Res. Press . ~Side 1-002 8" 2 112" 120 psi 85 psi 1700 115 psi E . Parkway Calculating the losses along the proposed waterlines using the above flows and pressures of adjacent lines , and placing a fire demand at the most remote point within the proposed system produces residual pressures above the minimum 20 psi required for fire flow pressures . The following chart summarizes the flows and head losses calculated for the proposed system . Line Flow Flow Length Loss/ft Loss Size ( m) (cfs) (ft) (ft) (ft) 8" 1700 3 .78 90 .042 3 .78 8" 1700 3 .78 270 .042 11.34 6" 1700 3 .78 200 0 .17 34.56 6" 1700 3 .78 220 0 .17 37.40 Using the flow test data provided by the City, the following calculations show the resulting pressures assuming the worst case scenario (85 psi)(2 .3 l '/psi) 196 .35 total head loss = 87 .08 ' remaining head 109 .27'/(2 .31 ft/psi) 47 .3 psi> 20 psi required Based upon the above, the existing water system with the proposed waterline improvements is adequate to serve the subdivision . III. Sewer Impact There is existing sewer available on the downstream end of the property adequate to serve the proposed subdivision. Figure 2 shows the existing and proposed sewer for the site . An existing 8" sewer traverses the tract and crosses Emerald Parkway , that currently serves the ARC/AMS development, ultimately emptying into a 27 " main also . A portion of this existing 8" will be abandoned and relocated along the proposed road, then tying back into the existing 8". No additional easements are proposed for the sewer, as it is planned to be located within public right of way . Sewer demands anticipated for this site were calculated assuming 2000 gpd/ac . An inflow and infiltration factor of 10% and peaking factor of 4, is used to compute maximum demands to be placed on the system. Assuming only 8 out of the 20 acres is buildable due to the amount of floodplain on the site . The increased demand into the existing 8" sewer is 16 ,000 gpd . (16,000 gpd) (4) (10%) (16 ,000 gpd) Total Maximum Demand = 64 ,000 gpd 1600 gpd 65,600 gpd Peaking Factor Infiltration Assuming the upstream ARC/AMS has a similar demand (70 ,000 gpd), the total sewer flow into the line is 135 ,600 gpd . The minimum slope of the existing receiving downstream 8" line is 0 .5%. The capacity of that line is calculated to be 1.014 cfs (655,095 gpd). Therefore the existing system is capable of handling the increased sewer demands of the proposed subdivision . IV. Drainage Impact f'~'""-vcl The preliminary plan shows the ~drainage pattern of the site . The site drains into the main branch of Bee Creek which traverses the property. Because the property is located adjacent to the primary system and the property is located in the lower portion of the watershed, no detention is proposed for the subdivision . Site runoff will be collected via storm sewer along the proposed roadway and released into the creek within the existing drainage easement on the property . · Additional drainage easements are proposed for lots 7,8, and 9 to cover existing swales draining from Emerald Forest Phase One . The southwest corner of the property will be filled and a bridge/culvert structure is proposed at the access to the frontage road . Creek cross sections have been provided in accordance with the preliminary plat requirements although no "improvements" are proposed for the main channel of Bee Creek. V. Traffic Impact Access(es) to the site have been discussed with staff resulting in 3 locations . The proposed roadway (Gemstone) has been centered between the two existing ARC/AMS drives . And access further west is planned just east of the existing median to allow eastbound traffic on Emerald Parkway to access lot 2 without performing a U-turn . The third access from the subdivision is onto the northbound frontage road of Highway 6 . Two constraints on the frontage road were used to determine the best location of the proposed drive . The entrance ramp to northbound Highway 6 and the turn around under Highway 6 are the constraints . Centering the drive between the two place it within the existing drainage easement. The north side of the proposed road is planned to be located on the north edge of the existing headwall . The third access onto the frontage road has not been approved by either the city staff or TxDOT. A request for permission to access the TxDOT drainage eassement is underway . Should access/drainage concerns within the existing TxDOT drainage easement not be resolved, the developer may choose to build a cul-de-sac . VI. Electric Impact Currently no 3-phase electric lines are accessible from the proposed subdivision . Service would have to come from the northwest corner of ARC/ AMS tract, extend along the south side of Emerald Parkway, bore under Emerald Parkway and extend over to the proposed roadway . Distribution to the individual lots would be within the right-of-way of the proposed road. Figure 1. Preliminary Water Layout Figure 2. Preliminary Sewer Layout Appendix A Electric Layout EMERALD PARK PLAZA DRAINAGE REPORT Prepared by Urban Design Group P.O. Box 10153 College Station, Texas 77840 Prepared for Allen Swoboda Haldec. Inc. 1607 Emerald Parkway College Station, Texas 77845 MAY 1996 EMERALD PARK PLAZA DRAINAGE REPORT TABLE OF CONTENTS I. II. III. IV. Certification v. General Location and Description Drainage Basins and Subasins Drainage Design Criteria Drainage Facility Design Figure 1 Figure 2 Figure 3 Figure 4 Appendix A AppendixB Appendix C AppendixD AppendixE AppendixF Table 1. Table 2 Location Map Drainage Area Map (in pocket) FEMA Floodplain Map Watershed Map Storm Sewer Analysis Street Capacities Grate Inlet Hydrograph Storm Sewer Flows (composite hydrographs) Runoff Calculations (Hydrographs) Existing Conditions Runoff Calculations (Hydrographs) Developed Conditions Computed RunofffFlows (After Development)) Computed Flows (Before Development) Page 2 EMERALD PARK PLAZA DRAINAGE REPORT Page 3 L CERTIFICATION I hereby certify that this report for the drainage design of improvements for the Emerald Park Plaza Subdivision 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 ... ·: EMERALD PARK PLAZA DRAINAGE REPORT Page4 II. GENERAL LOCATION AND DESCRIPTION A. Location The subject property is located at the northeast corner of Emerald Parkway and State Highway 6 in College Station. The tract is bounded by Emerald Forest Phase One (to the east), Emerald Parkway (to the south), State Highway 6 (to the west), and vacant property (to the north). B. Description of Pro11erty The acreage of the site proposed on the plat is 20 acres. The area proposed for development is much less , as there is significant amount of floodplain and floodway on the property. The land cover is primarily grass cover with oak and yaupon wooded areas close to the floodplain . A primary drainage way , Bee Creek, traverses the project. Runoff from the proposed development will be transported to the primary system via proposed storm sewer (secondary drainage system) along the proposed Gemstone . The project consists of the construction of approximately 840 linear feet of 39' curb and gutter street, 40 linear feet of 18" RCP, 105 linear feet of 24" RCP, 360 linear feet of 8" waterline, 190 linear feet of 6" sanitary sewer pipe, and 410 linear feet of8" sanitary sewer pipe . III. DRAINAGE BASINS AND SUB-BASINS A. Primary Basin Description As stated previously in this report, the primary drainage basin is the Bee Creek basin which is located within the Bee Creek Watershed. In accordance with the drainage ordinance, the minimum floor elevation requirements for this basin are standard (1 ' above the calculated 100 year floodplain elevation). According to the FEMA FIRM Panel No . 48041C0163C dated July 1992 , a significant portion of proposed lots 4,5,7,8, and 9 lie within the limits of the 100 year floodplain . (see Fig. 3) B. Secondary Drainage Basin Description The proposed development will utilize the proposed storm sewer along Gemstone Street as secondary pathways to the primary drainage system . No additional flows are proposed to enter Emerald Parkway, as the entire subdivision drains towards Bee Creek. IV. Drainage Design Criteria A. Regulations To our knowledge, no deviations from the optional criteria listed in the Drainage Policy and Design Standards were used for any calculations within this study . B. Development Criteria Reference and Constraints For the development proposed , no detention requirements are being considered for the subdivision, however, individual drainage reports should address the site plan improvements and proposed drainage patterns, as they develop . EMERALD PARK PLAZA DRAINAGE REPORT Page 5 C. Hydrologic/Hydraulic Criteria A 10 year design storm was used to size the inlets and storm sewer pipes . The SCS Method was used to calculate the runoff volumes . Runoff coefficients were determined using an average slope of 3 %. The time of concentration values were calculated using velocities determined from Table III of the Drainage Policy and Design Standards . Using the suggested methods of the computations, the values were less than 10 minutes, therefore, a minimum value of 10 minutes was used for the areas listed in this report. The following Table 1 shows the computed flows for each of the drainage areas after development. The existing flow for the composite area is shown in Table 2. TABLE 1. Computed Flows (After Development) BASIN AREA 1 CN 2YR SYR lOYR 25YR 50YR lOOYR (ac) (ft) (-) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) A 0.727 340 94 3.3 4 .6 5 .6 6.7 7 .4 8 .4 B 0 .177 250 77 0 .5 0 .8 1.1 1.4 1.6 1.8 c 0 .326 710 98 1.5 2 .1 2 .6 3 .0 3 .4 3 .8 D 0 .021 115 77 0 .3 0 .4 0 .5 0 .7 0 .8 0.9 E 0.049 115 98 0 .5 0 .7 0 .8 0 .9 1.0 1.2 F 0 .298 680 98 1.4 1.9 2 .3 2 .8 3 .1 3 .5 G 2 .190 485 94 9 .9 13 .9 16 .8 20 .1 22 .4 25 .3 H 0 .049 115 98 0 .5 0 .7 0 .8 0 .9 1.0 1.2 I 0 .538 280 95 2.5 3 .5 3 .8 5.0 5 .6 6 .3 J 15.725 1150 77 45 .8 75.0 96.0 120.7 137 .9 166 .8 Total 66 .2 103 .6 130 .3 162.2 184.2 219 .2 TABLE 2. Computed Flows (Before Development) BASIN AREA L CN 2YR SYR lOYR 25YR SOYR 100 YR (ac) (ft) (-) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) All 20 .1 340 75 54 .1 91.1 117.4 149 .1 171.7 198.4 Delta 12 .1 12 .5 12 .9 13 .1 12 .5 20 .80 V. DRAINAGE FACILITY DESIGN A. General Concept Offsite flows onto the property include a significant portion of the Bee Creek watershed . Development of this area upstream includes drainage facilities (some old , some new) built to various design standards, some with detention, some without. Because the project site is located near the lower end of the watershed, detention within the proposed subdivision may actually increase the peak flows during certain design storms . Lag Times have been calculated for the subdivision and for the entire watershed. Because the lag time of the subdivision is significantly less than that of the watershed, detention is not recommended for this site. Lsite = 1°8 {S+ 1) 0 ·7 1900 y-0 5 (1150)08 (12.3+1)07 1900 (3)05 0.49 hrs EMERALD PARK PLAZA DRAINAGE REPORT LBEE CREEK = 108 cs+ 1) o.1 1900 Y°5 B. Street and Inlet Design (6500)08 (11.49+1)07 1900 (3)05 1.99 hrs Page6 The amount of flow contributing to Inlet No . 1 is 9.4 cfs (Areas A+B+C+D+E). Adding 10 % for clogging, the ODEsroN = 10 .3 cfs . Inlet No . 1 is considered an inlet in sump . The length of opening needed for this inlet is calculated to be 7 . 7 feet. L= _Q_ 3y3/2 L = 10 .3= 7 .7 ft (3 )(0 .58)312 Therefore a 10 ' opening has been provided for Inlet No . 1. The amount of flow contributing to Inlet No . 2 is 17 .9 cfs (Areas F+G+H). Adding 10 % for clogging, the 0.0Es10N = 19 .7 cfs . Inlet No . 2 is also considered a n inlet in sump . L = _Q_ 3y3 /2 L = 19 .7= 14 .9 ft (3) (0 .58)312 Therefore a 15 ' opening has been provided for Inlet No . 2 The proposed grate inlet is designed to recei ve flow from Area I as well as the northern half of Emerald Parkway, and the eastern half of the frontage road . The grate flows into the junction bo x connecting the proposed 54 " RCP extension and the proposed 24 " RCP . The si ze of grate needed was calculated using the orifice equation assuming a depth above the grate of 6 inches . Q = 4 .82 Ay 312 The flow into the grate was calculated to be 14 .1 cfs (sho wn in the Appendix). 25 % was added for potential clogging, making the design flow into the grate 17 .6 cfs . Using this flow , an area of 10 .3 squa re feet is needed to facilitate the flow . A Neenah grate inlet R-3808-2 was selected to provide the opening necessary. The dimensions of the grate are provid ed at the end of this section . Checking the street capacities, the standard 39 ' b/c -b/c section was used . With the 10 year design storm , the depth of flow at the most critica l point in the stree t (just upstream of the inlet) is ca lculated to the 0 .34 ' and 0.45' for the north and south sides of Gemstone , respecti vel y. Simil a rl y, the spread of water for each was 10 .94 ' and 14 .53 ', leaving a 12.5 3' lane ope n during the design storm . Results of the calculations for street capacities are provided in the Appendix B . Checking the 100 year flows , the spread of water at its most critical point (just upstream of the inlets) is 17 .05 ' feet with a maximum depth of0.52 feet. EMERALD PARK PLAZA DRAINAGE REPORT Page 7 C. Storm Sewer Design Calculations are provided in the Appendi x A for the proposed storm sewers within this project. There are three storm lines proposed which are shown on the submitted construction plans . Line A (18 " RCP @ 0 .85%) will carry 10.49 cfs > 10 .3 cfs required . Line B (24 " RCP @ 1.4%) will carry 29 .0 cfs > 28 .2 cfs required . Line C (54 " RCP @ 0 .3%) will carry 116.7 cfs . V. Conclusion Based upon the information submitted in this report, the design of the street and drainage facilities meet the City of College Station ordinance requirements, and should not negatively impact downstream or adjacent properties . City of College Station ·480083 ZONE X Figure 3. Floodplain Map Panel# 48041C0163 C A~/';- / ~P-<- R-3807 Median Drain Frame and 2 pc. Grate Assembly Heavy Duty Tota l We igh t 7 35 Pound s For flus h ty pe inlet box in locatio ns where m edia n narrows . Reco mm ended ins to ll otion, with load beoring bars paralle l to roadway. Fro mes and grates furnis hed standard in Groy Iron . Grates a vailable in D uctile Iron fo r extra heavy use wh en speci f ied. Specify: 1 . Grates in Ductile or Gray Iron, a s required. ---J G ·----~ R-3808-1 Heavy Duty Single Unit Median Drain Frame and Grate Assembly Total Weight 335 Poun ds '...J{-.N ~N N ~ --1fi e,~ --Ji- 2a g --~ ·--26·- ~k-~-u I .. ,, -_,. l . ~ -f ~~.DJ o u~ u u 1 -1 ~ r-sl -;- R-3808-2 Double Unit Assembly Heavy Duty Total Weight 670 Pounds Cen ter ditch in let for grade slopes o f 8: l to 4:1. Fromes Groy Iron, C loss 35; grates Du c- tile Iron . 0 -IN N I --, I 5! r a Illu strati ng R-3807 Illustrating R-3808 -2 Double Unit A sse mbly 193 STORM SEWER ANALYSIS Circular Channel Analysis & Design Solved with Manning's Equation Open Channel · Uniform flow Worksheet Name: emerald Coornent: 18 00 RCP Solve For Full Flow Capacity Given Input Data: Diameter ..••••.•.• Slope ..•..•..•.... Manning's n •..•... Discharge ........ . COIJllUted Results: Full Flow Capacity •.••• Full Flow Depth •••..... Velocity •••....•.. Flow Area •••..••.. Critical Depth ••.. Critical Slope •... Percent Full .•.•.. Full Capacity .••.. QMAX @.94D ••..•... Froude Nlnber •••.• 1.50 ft 0.0085 ft/ft 0.012 10.49 cfs 10.49 cfs 1.50 ft 5.94 fps 1. 77 sf 1.25 ft 0.0083 ft/ft 100.00 x 10.49 cfs 11.29 cfs FULL Open Channel Flow Module, Version 3.2 Cc) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel · Uniform flow Worksheet Name: emerald Coornent: 18 11 RCP Solve For Full Flow Capacity Given Input Data: Diameter .•...•...• Slope .•••••••...•. Manning's n ....•.. Discharge ......•.. Coq:>Uted Results: Full Flow Capacity •.... Full Flow Depth •.•....• Velocity .••.•..... Flow Area ..•...•.. Critical Depth .•.. Critical Slope •... Percent Full ..•... Full Capacity ..•.. QMAX @.94D ••..•... Froude Nl.lllber .•... 2.00 ft 0.0140 ft/ft 0.012 29.00 cfs 29.00 cfs 2.00 ft 9.23 fps 3. 14 sf 1.85 ft 0.0121 ft/ft 100.00 % 29.00 cfs 31. 19 cfs FULL Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel · Uniform flow Worksheet Name: EMERALD PARK PLAZA Conment: PROPOSED 54" RCP EXTENSION Solve For Full Flow Capacity Given Input Data: Diameter .......•.. Slope ....••••••••• Manning's n ..•.... Discharge ...•...•. C~ted Results: Full Flow Capacity .•... Full Flow Depth ...•..•. Velocity .....•..•. Flow Area •••.•..•. Critical Depth .•.. Critical Slope .... Percent Full •..... Full Capacity ••••. QMAX @.94D ..•..•.. Froude Nl.lllber ..••. 4.50 ft 0.0030 ft/ft 0.012 116.68 cfs 116.68 cfs 4.50 ft 7.34 fps 15.90 sf 3. 18 ft 0.0042 ft/ft 1DO.OO x 116.68 cfs 125.52 cfs FULL Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 STREET CAPACITIES Triangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Mame: EMERALD Corrment: STREET CAPACITY Solve For Depth Given Input Data: Left Side Slope •• Right Side Slope. Manning's n •••••• Channel Slope •••• Discharge •••••••• COIJ1)Uted Results: Depth •••••••••••• Velocity ••••••••• Flow Area •••••••• Flow Top Width ••• Wetted Perimeter . Critical Depth ••• Critical Slope ••• Froude Ml.ITlber •••• 0.00:1 (H:V) 32.60: 1 CH :V) 0.012 0.0150 ft/ft 17.70 cfs 0.45 ft 5.46 fps 3.24 sf 14.53 ft 14.99 ft 0.59 ft 0.0033 ft/ft 2 .04 (flow is Supercritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Oesign Open Channel -Uniform flow Worksheet Name: EMERALD Conment: STREET CAPACITY So l ve For Depth Given Input Data: Left Side Slope •. Right Side Slope. Manning's n ••.... Channel Slope ..•• Discharge •••.•••• C~ted Results: Depth .•.•••.•.•.• Velocity •••••.••• Flow Area •••••••. Flow Top Width ••• Wetted Perimeter. Critical Depth •.. Critical Slope ••• Froude Niiri>er •••• 0.00:1 (H:V) 32.60:1 CH:V) 0.012 0.0150 ft/ft 8.30 cfs 0.34 ft 4.52 fps 1.84 sf 10.94 ft 11.28 ft 0.44 ft 0.0036 ft/ft 1.94 (flow is Supercritical) Open Channel Flow Module, Version 3.2 Cc) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel .Analysis & Design Open Channel -Uniform flow Worksheet Name: emerald C011111ent: row calculations Solve For Depth Given Input Data: Left Side Slope •• Right Side Slope. Manning's n •••••• Channel Slope •••• Discharge •••••••• COlllllJted Results: Depth •••••••••••• Velocity ••••••••• Flow Area •••••••• Flow Top Width ••• Wetted Perimeter. Critical Depth ••• Critical Slope ••• Froude Nl..lllber •••• 0.00:1 (H:V) 32. 60 : 1 ( H : V) 0.012 0.0150 ft/ft 27.10cfs 0.52 ft 6.08 fps 4.46 sf 17.05 ft 17.58 ft 0.70 ft 0.0031 ft/ft 2.09 <flow is Supercritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel · Uniform flow Worksheet Name: emerald COlllllent: row calculations Solve For Discharge Gi ven Input Data: Left Side Slope •• Right Side Slope. Manning's n •••••• Channel Slope •••• Depth •••••••••••• COfl1)Uted Results: Discharge •••••••• Velocity ••••••••• Flow Area •••••••• Flow Top Width ••• Wetted Perimeter. Crit i cal Depth ••• Critical Slope ••• Froude Nl.mber •••• 0.00: 1 CH :V) 32. 60: 1 C H : V) 0.012 0.0150 ft/ft 0.50 ft 24.03 cfs 5.90 fps 4.08 sf 16.30 ft 16.81 ft 0.67 ft 0.0031 ft/ft 2.08 (flow is Supercritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 HYDROGRAPH FOR GRATE SIZING File Name -emerald park plaza Date 04/29/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -administrative professional 13 Type SCS Desc. SCS AREA I + EPKY + FR 10 YR Area 1.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :39 1 :42 1 :45 1 :48 1:51 1 :54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 Flow cfs 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 o. 1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 Freq. 10.0 yrs CN 95 Len 24 hrs Precip. 7.40 Flow cfs 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 Time hr:min 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 Continued on next page Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 Continued from previous page 10:39 0.7 11 :33 1.4 12:27 1.8 13:21 0.7 10:42 0.7 11:36 1.9 12:30 1. 7 13:24 0.7 10:45 0.7 11:39 3.2 12:33 1.6 13:27 0.7 10:48 0.7 11:42 4.3 12:36 1.5 13:30 0.7 10:51 0.8 11:45 4.9 12:39 1.4 13:33 0.7 10:54 0.8 11:48 5.3 12:42 1.3 13:36 0.7 10:57 0.9 11: 51 6.7 12:45 1.3 13:39 0.7 11:00 0.9 11:54 9.6 12:48 1.3 13:42 0.4 11:03 0.9 11:57 12.2 12:51 1.2 13:45 0.3 11:06 0.9 12:00 13.5 12:54 1.1 13:48 0. 1 11:09 1.0 12:03 14 . 1 12:57 1.0 13:51 0.6 11: 12 1.0 12:06 12.7 13:00 1.0 13:54 0.4 11:15 1.1 12:09 9.0 13:03 1.0 13:57 0.3 11:18 1.1 12: 12 5.7 13:06 1.0 14:00 0.1 11 :21 1.1 12: 15 4.0 13:09 0.9 14:03 0.6 11:24 1.2 12: 18 3.1 13: 12 0.7 14:06 0.4 11 :27 1.3 12:21 2.6 13: 15 0.7 11:30 1.3 12:24 2.2 13: 18 0.7 Volune of runoff = 0.82 ac. ft. Depth of runoff = 5.40 in. COMPOSITE HYDROGRAPHS File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96 -330 Misc. Note -aiininistrative professional 10 Type SCS Desc . C0111><>Site hydrograph inlet no 2 CF+G+H) Area 2.6 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 7.40 Time hr:min 2:42 2:48 2:54 3:00 3:06 3: 12 3:18 3:24 3:30 3:36 3:42 3:48 3:54 4:00 4:06 4: 12 4: 18 4:24 4:30 4:36 4:42 4:48 4:54 5:00 5:06 5: 12 5:18 5:24 5:30 5:36 Flow cf s o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Time hr:min 5:42 5:48 5:54 6:00 6:06 6: 12 6: 18 6:24 6:30 6:36 6:42 6:48 6:54 7:00 7:06 7:12 7:18 7:24 7:30 7:36 7:42 7:48 7:54 8:00 8:06 8: 12 8:18 8:24 8:30 8:36 Vol~ of runoff = Flow cfs 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0 .2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 1.13 BC. ft. Time hr:min 8:42 8:48 8:54 9:00 9:06 9: 12 9:18 9:24 9:30 9:36 9:42 9:48 9:54 10:00 10:06 10: 12 10: 18 10:24 10:30 10:36 10:42 10:48 10:54 11:00 11:06 11:12 11: 18 11:24 11 :30 11 :36 Flow cfs 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1. 7 1.9 3.1 Time hr:min 11:42 11:48 11:54 12:00 12:06 12: 12 12: 18 12:24 12:30 12:36 12:42 12:48 12:54 13:00 13:06 13: 12 13: 18 13:24 13:30 13:36 13:42 13:48 13:54 14:00 14:06 14: 12 14: 18 14:24 14:30 14:36 Flow cfs 5.5 8.2 13. 1 17.9 16.3 9.7 4.9 3.2 2.4 2.1 1.9 1. 7 1.5 1.3 1 .2 1. 1 0.9 0 .9 0.9 0.9 0.9 0.8 0.6 0.4 0.4 0.4 0.4 0.2 0.0 0.0 Depth of runoff = 5.25 in. File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 9 Type SCS Desc. COll'pOSite hydrograph inlet no Area 1.4 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:00 5:06 5: 12 5:18 5:24 5:30 5:36 5:42 5:48 5:54 6:00 6:06 6: 12 6:18 6:24 6:30 6:36 6:42 6:48 6:54 7:00 7:06 7: 12 7:18 Flow cfs 0.0 0.0 0.0 0. 1 0. 1 o. 1 0. 1 0.1 0. 1 0.1 0. 1 0. 1 0. 1 0. 1 o. 1 0. 1 o. 1 0.1 0. 1 0. 1 0. 1 0. 1 0 .1 0. 1 Time hr:min 7:24 7:30 7:36 7:42 7:48 7:54 8:00 8:06 8: 12 8:18 8:24 8:30 8:36 8:42 8:48 8:54 9:00 9:06 9:12 9:18 9:24 9:30 9:36 9:42 Flow cfs 0.1 0.1 0. 1 0.1 0. 1 0.1 0. 1 0. 1 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 Time hr:min 9:48 9:54 10:00 10:06 10: 12 10: 18 10:24 10:30 10:36 10:42 10:48 10:54 11:00 11:06 11:12 11:18 11:24 11:30 11:36 11 :42 11:48 11:54 12:00 12:06 (A+B+C+D+E) Freq. 10.0 yrs CN 92 Len 24 hrs Precip. 7.40 Flow cfs 0.3 0.3 0.3 0 .3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.9 1.6 2.9 4.3 6.9 9.4 8.6 Time hr:min 12: 12 12: 18 12:24 12:30 12:36 12:42 12:48 12:54 13:00 13:06 13: 12 13: 18 13:24 13:30 13:36 13:42 13:48 13:54 14:00 14:06 14: 12 14: 18 14:24 14:30 Flow cfs 5.1 2.6 1. 7 1.2 1. 1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0. 1 0.0 Volune of runoff = 0.56 ac. ft. Depth of runoff = 4.72 in. File Name -emerald park plaza Date a5/a7/96 Proj. Leader keating Client swoboda Job 96-33a Misc. Note -administrative professional 19 Type SCS Desc. composite 1aa yr hydro inlet no 1 Area 1.4 ac. Time of Concent. 1a min. Storm Dist Type II Time hr:min 3: 12 3: 18 3:24 3:3a 3:36 3:42 3:48 3:54 4:aa 4:a6 4: 12 4:18 4:24 4:3a 4:36 4:42 4:48 4:54 5:aa 5:06 5: 12 5: 18 5:24 5:3a 5:36 5:42 5:48 5:54 6:ao 6:06 6:12 6:18 6:24 6:3a Flow cfs a.a a.a a.a a.1 a.1 a.1 a.1 a.1 a.1 a.2 a .2 a .2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 0.2 0.2 a.2 0.2 0.2 0.2 0.2 a.2 a.2 a.2 Time hr:min 6:36 6:42 6:48 6:54 7:aa 7:a6 7: 12 7:18 7:24 7:3a 7:36 7:42 7:48 7:54 8:aa 8:a6 8:12 8:18 8:24 8:3a 8:36 8:42 8:48 8:54 9:aa 9:a6 9: 12 9:18 9:24 9:3a 9:36 9:42 9:48 9:54 Flow cfs a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.2 a.3 a.3 a.3 a.3 a.3 a.3 a.3 a.3 a.3 a.3 a.3 a.3 a.3 0.3 a.3 a.4 a.4 Time hr:min 1a:aa 1a:a6 1a: 12 1a: 18 1a:24 1a:3a 1a:36 1a:42 1a:48 1a:54 11:aa 11:a6 11:12 11:18 11:24 11:3a 11 :36 11:42 11:48 11:54 12:aa 12:a6 12: 12 12: 18 12:24 12:30 12:36 12:42 12:48 12:54 13:ao 13:a6 13:12 13: 18 Freq. 1aa.a yrs Len 24 hrs Precip. Flow cfs a.4 a.4 a.4 a.4 a.5 a.7 a.8 a.8 a.8 a.9 1.a 1.1 1.1 1.2 1.3 1.5 2.6 4.5 6.7 1a.7 14.5 12.9 7.6 3.7 2.2 1.6 1.4 1.3 1.2 1.a a.7 a.6 a.6 a.6 Time hr:min 13:24 13:3a 13:36 13:42 13:48 13:54 14:aa 14:a6 14: 12 14: 18 14:24 14:3a 14:36 14:42 14:48 14:54 15:0a 15:a6 15: 12 15: 18 15:24 15:3a 15:36 15:42 15:48 15:54 16:0a 16:a6 16:12 16: 18 16:24 16:3a 16:36 16:42 CN 92 11.aa Flow cfs a.5 a.4 a.3 a.2 a. 1 a.1 a. 1 a.1 a.1 a. 1 a. 1 a.1 a.1 a. 1 a.1 a.1 a. 1 a. 1 a. 1 a. 1 a. 1 a. 1 a.1 a .1 a. 1 a.1 0.1 a.1 a.1 a.1 a.1 a.1 a. 1 a.a Volune of runoff = a.88 ac. ft. Depth of runoff = 7.42 in. File Name -emerald park plaza Date 05/07/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -administrative professional 20 Type SCS Desc. c~osite 100 yr hydro inlet no 2 Area 2.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:30 1 :36 1 :42 1 :48 1 :54 2:00 2:06 2: 12 2: 18 2:24 2:30 2:36 2:42 2:48 2:54 3:00 3:06 3: 12 3: 18 3:24 3:30 3:36 3:42 3:48 3:54 4:00 4:06 4: 12 4: 18 4:24 4:30 Flow cfs 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 Time hr:min 4:36 4:42 4:48 4:54 5:00 5:06 5: 12 5: 18 5:24 5:30 5:36 5:42 5:48 5:54 6:00 6:06 6:12 6:18 6:24 6:30 6:36 6:42 6:48 6:54 7:00 7:06 7: 12 7:18 7:24 7:30 7:36 Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Time hr:min 7:42 7:48 7:54 8:00 8:06 8: 12 8: 18 8:24 8:30 8:36 8:42 8:48 8:54 9:00 9:06 9: 12 9: 18 9:24 9:30 9:36 9:42 9:48 9:54 10:00 10:06 10:12 10:18 10:24 10:30 10:36 10:42 Freq. 100.0 yrs Len 24 hrs Precip. Flow cfs 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.5 Time hr:min 10:48 10:54 11:00 11:06 11: 12 11:18 11:24 11 :30 11 :36 11:42 11 :48 11:54 12:00 12:06 12: 12 12: 18 12:24 12:30 12:36 12:42 12:48 12:54 13:00 13:06 13: 12 13: 18 13:24 13:30 13:36 13:42 13:48 CN 94 11.00 Flow cfs 1.6 1.8 1.9 2.0 2.2 2.3 2.5 2.9 5.0 8.6 12.7 20.2 27.1 24.1 14.0 7.1 4.5 3.4 2.9 2.7 2.4 2.0 1.5 1.3 1.2 1.2 1.1 0.7 0.6 0.5 0.2 Voll.Ille of runoff = 1.69 ac. ft. Depth of runoff = 7.81 in. HYDROGRAPHS (EXISTING) -------------------------------------------------------------------------------- File Name -emera l d park plaza Date 04/29/96 Proj. Leader keat i ng Client swoboda Job 96 -330 Misc. Note -administrative professional -------------------------------------------------------------------------------- 14 Type SCS Desc. EXISTING 2 YR Area 20.1 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 75 Storm Dist Type I I Len 24 hrs Precip . 4.50 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 9:23 0.0 11 :38 5.5 13:53 2.8 16:08 2. 1 9:26 0.0 11:41 8.7 13:56 2.8 16: 11 2. 1 9:29 0.1 11 :44 11. 1 13:59 2.7 16: 14 2. 1 9:32 0.1 11 :47 12 .8 14:02 2.7 16: 17 2. 1 9:35 0. 1 11:50 15.9 14:05 2.7 16:20 2.0 9:38 0.1 11:53 25.2 14:08 2.7 16:23 2.0 9:41 0.1 11 :56 36.9 14: 11 2.7 16:26 2.0 9:44 0.1 11:59 46.2 14: 14 2.7 16:29 2.0 9:47 0.2 12:02 52.8 14: 17 2.7 16:32 2.0 9:50 0.2 12:05 54.1 14:20 2.6 16:35 2.0 9:53 0.2 12:08 43 .2 14:23 2.6 16:38 2.0 9:56 0.2 12:11 28.4 14:26 2.6 16:41 1.9 9:59 0.2 12:14 19. 1 14:29 2.6 16:44 1.9 10:02 0 .2 12 : 17 14.8 14:32 2.6 16:47 1.9 10:05 0.2 12:20 12.5 14:35 2.6 16:50 1.9 10:08 0.3 12:23 10.5 14:38 2.6 16:53 1.9 10: 11 0.3 12:26 8.8 14:41 2.5 16:56 1.9 10: 14 0.3 12:29 7.8 14:44 2.5 16:59 1.8 10: 17 0 .3 12:32 7.4 14:47 2.5 17:02 1.8 10:20 0.4 12:35 7 .1 14:50 2.5 17:05 1.8 10:23 0.4 12:38 6.7 14:53 2.5 17:08 1.8 10:26 0.4 12:41 6.3 14:56 2.5 17: 11 1.8 10:29 0.5 12:44 6.0 14:59 2.4 17: 14 1.8 10:32 0 .5 12:47 5.9 15:02 2.4 17 :17 1.8 10:35 0.5 12:50 5.8 15:05 2.4 17:20 1. 7 10:38 0.6 12:53 5.5 15:08 2.4 17:23 1. 7 10:41 0 .7 12:56 5.1 15: 11 2.4 17:26 1. 7 10:44 0.7 12:59 4.8 15:14 2.4 17:29 1. 7 10:47 0 .8 13:02 4.7 15: 17 2.4 17 :32 1. 7 10:50 0.8 13:05 4.6 15:20 2.3 17:35 1. 7 10:53 0.9 13:08 4.4 15:23 2.3 17:38 1. 7 10 :56 1.0 13: 11 4.2 15:26 2.3 17:41 1.6 10:59 1.1 13:14 4.0 15:29 2.3 17:44 1.6 11:02 1.2 13:17 4.0 15:32 2.3 17:47 1.6 11:05 1.2 13:20 3.9 15:35 2.3 17:50 1.6 11:08 1.4 13:23 3.7 15:38 2.3 17:53 1.6 11: 11 1.5 13:26 3.6 15:41 2 .2 17:56 1.6 11: 14 1.6 13:29 3.5 15:44 2.2 17:59 1.5 11: 17 1. 7 13:32 3.4 15:47 2.2 18:02 1.5 11:20 1.8 13:35 3.4 15:50 2.2 18:05 1.5 11:23 1.9 13:38 3.2 15:53 2.2 18:08 1.5 11:26 2.1 13:41 3 .1 15:56 2.2 18: 11 1.5 11:29 2.3 13:44 3.0 15:59 2.1 18: 14 1.5 11:32 2.4 13:47 2 .9 16:02 2.1 18: 17 1.5 11:35 3.1 13:50 2.9 16:05 2.1 18 :20 1.4 Continued on next page Continued from previous page 18:23 1.4 19: 17 1.2 20:11 0.9 21:05 0.6 18:26 1.4 19:20 1 . 1 20: 14 0.9 21:08 0.6 18:29 1.4 19:23 1.1 20: 17 0.9 21: 11 0.6 18:32 1.4 19:26 1.1 20:20 0.8 21:14 0.6 18:35 1.4 19:29 1. 1 20:23 0.8 21: 17 0.6 18:38 1.4 19:32 1.1 20:26 0.8 21:20 0 .5 18:41 1.3 19:35 1.1 20:29 0.8 21:23 0.5 18:44 1.3 19:38 1. 1 20:32 0.8 21 :26 0.5 18:47 1.3 19:41 1.0 20:35 0.8 21:29 0.3 18:50 1.3 19:44 1.0 20:38 0.8 21:32 0.2 18:53 1.3 19:47 1.0 20:41 0.7 21:35 0. 1 18:56 1.3 19:50 1.0 20:44 0.7 21:38 0.4 18:59 1.2 19:53 1.0 20:47 0.7 21:41 0.3 19:02 1.2 19:56 1.0 20:50 0.7 21 :44 0.2 19:05 1.2 19:59 0.9 20:53 0.7 21 :47 0. 1 19:08 1.2 20:02 0.9 20:56 0.7 21:50 0.4 19: 11 1.2 20:05 0.9 20:59 0.6 19: 14 1.2 20:08 0.9 21:02 0.6 Vol1.111e of runoff = 3.40 ac. ft. Depth of runoff = 2.03 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 04/29/96 Job 96·330 Misc. Note -ac:Jninistrative professional 14 Type scs Desc. Area 20.1 ac. Storm Dist Type II Time hr:min 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 Flow cf s 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.1 1.1 EXISTING 5 YR Time of Concent. 10 min. Time hr:min 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11 :03 11:06 11:09 11: 12 11:15 11:18 11:21 11:24 11:27 11 :30 11 :33 11:36 11:39 11:42 11:45 11:48 11 :51 11:54 11 :57 12:00 12:03 12:06 12:09 12:12 12:15 12: 18 12:21 12:24 12:27 Flow cfs 1.2 1.2 1.3 1.4 1.5 1.5 1.6 1. 7 1.9 2.0 2.1 2.2 2.4 2.6 2.8 2.9 3.0 3.2 3.4 3.6 3.8 3.9 4.2 4.6 4.9 5.2 5.6 8.6 14.7 20.1 23.5 26.5 36.8 56.0 73.4 84.8 91.1 82.0 57.7 36.8 26.7 21. 7 18.3 15.2 13.0 Time hr:min 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14:15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 Freq. 5.0 yrs CN 75 Len 24 hrs Precip. 6.20 Flow cfs 11.9 11.4 10.9 10.2 9.6 9.4 9.2 8.9 8.2 7.7 7.5 7.3 7 .1 6.7 6.4 6.2 6.1 6.0 5.7 5.5 5.4 5.3 5.2 4.9 4.7 4.6 4.6 4.5 4.5 4.5 4.5 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.2 4.1 4.1 4.1 Time hr:min 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15: 12 15:15 15: 18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 16:06 16:09 16:12 16: 15 16: 18 16:21 16:24 16:27 16:30 16:33 16:36 16:39 16:42 16:45 16:48 16:51 16:54 16:57 Continued on next page Flow cfs 4.1 4.0 4 .0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 Continued from pr ev i ous page 17:00 2.9 17:54 2.4 18:48 2.0 19:42 1.5 17:03 2.9 17:57 2.4 18: 51 1.9 19:45 1.5 17:06 2.8 18:00 2.4 18:54 1.9 19:48 0.3 17:09 2.8 18:03 2.3 18:57 1.9 19:51 1.3 17: 12 2.8 18:06 2 .3 19:00 1.9 19:54 1.0 17: 15 2.8 18:09 2.3 19:03 1.8 19:57 0.6 17: 18 2.7 18:12 2.3 19:06 1.8 20:00 0.2 17:21 2.7 18: 15 2.2 19:09 1.8 20:03 1.3 17:24 2.7 18: 18 2.2 19: 12 1. 7 20:06 0.9 17:27 2.7 18:21 2.2 19: 15 1. 7 20:09 0.6 17:30 2 .6 18:24 2 .2 19: 18 1. 7 20: 12 0.2 17:33 2.6 18:27 2 . 1 19:21 1. 7 20: 15 1.3 17:36 2.6 18:30 2. 1 19:24 1.6 20:18 0.9 17:39 2.6 18:33 2. 1 19:27 1.6 20:21 0.5 17:42 2.5 18:36 2. 1 19:30 1.6 20:24 0.2 17:45 2.5 18:39 2.0 19:33 1.6 20:27 1.2 17:48 2.5 18:42 2.0 19:36 1. 5 17:51 2.4 18:45 2.0 19:39 1. 5 Voll.Ille of runoff = 5.66 ac. ft. Depth of runoff = 3.38 in. Fi le Name -emerald park plaza Date 04/29/96 Proj. Leader keating Client swoboda Job 96 -330 14 Type SCS Desc. Area 20.1 ac. Storm Dist Type II Time hr:min 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 Flow cfs 0.0 0.1 0.1 o. 1 0.2 0.2 0.2 0.2 0.2 0 .2 0.2 0.2 0.3 0 .3 0.3 0.3 0.3 0.3 0.3 0.3 0 .4 0 .4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0 .9 1.0 1.0 1.1 Misc. Note -aclninistrative professional · EXISTING 10 YR Time of Concent . 10 min. Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10 :27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11: 15 11: 18 11:21 11:24 11:27 11:30 11:33 Flow cfs 1. 1 1.1 1.1 1.2 1.2 1.2 1.3 1.4 1.4 1. 5 1.5 1.5 1.5 1.6 1.6 1. 7 1. 7 1.8 1.9 1.9 2.0 2.2 2.3 2.4 2.5 2.6 2.9 3.1 3.3 3.4 3.5 3.8 4.1 4.3 4.4 4.6 4.9 5.3 5.5 5.6 5.9 6.5 7.0 7.3 7.8 Time hr:min 11:36 11 :39 11:42 11 :45 11:48 11: 51 11:54 11 :57 12:00 12:03 12:06 12:09 12:12 12 : 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12 :51 12:54 12 :57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Freq. 10.0 yrs CN 75 Len 24 hr s Precip. 7.40 Flow cfs 11. 1 19.0 26.8 31.6 35.2 46.0 70.0 93.4 108.4 117 .4 110.0 79.6 51.0 35.6 28.4 24.0 19.9 16.8 15.2 14.5 13.8 13.0 12.2 11.9 11. 7 11.3 10.5 9.8 9.4 9.2 9.0 8.5 8.0 7.8 7.7 7.5 7.2 6.9 6.8 6.7 6.5 6.2 5.9 5.9 5.9 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15: 15 15: 18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Continued on next page Flow cfs 5.8 5.8 5.8 5.7 5.7 5 .6 5.6 5.6 5.5 5.5 5.5 5.4 5.4 5.4 5.3 5.3 5.3 5 .2 5.2 5 .2 5.1 5 . 1 5 . 1 5.0 5.0 5 .0 4 .9 4.9 4 .9 4 .8 4.8 4.8 4.7 4.7 4.6 4.6 4.6 4.5 4.5 4.5 4.4 4.4 4.4 4.3 4.3 Continued from previous page 16:06 4.3 17:00 3.6 17:54 3.0 18:48 2.4 16:09 4.2 17:03 3.6 17:57 3.0 18: 51 2.4 16:12 4.2 17:06 3.6 18:00 3.0 18:54 2.3 16:15 4.2 17:09 3.5 18:03 2.9 18:57 2.1 16:18 4.1 17: 12 3.5 18:06 2.9 19:00 1.5 16:21 4.1 17: 15 3.5 18:09 2.9 19:03 0.9 16:24 4.1 17: 18 3.4 18: 12 2.8 19:06 0.4 16:27 4.0 17:21 3.4 18: 15 2.8 19:09 2. 1 16:30 4.0 17:24 3.4 18: 18 2.8 19: 12 1.5 16:33 4.0 17:27 3.3 18:21 2.7 19: 15 0.9 16:36 3.9 17:30 3.3 18:24 2.7 19: 18 0.3 16:39 3.9 17:33 3.3 18:27 2.6 19:21 2.0 16:42 3.9 17:36 3.2 18:30 2.6 19:24 1.4 16:45 3.8 17:39 3.2 18:33 2.6 19:27 0.8 16:48 3.8 17:42 3.2 18:36 2.5 19:30 0.2 16:51 3.8 17:45 3.1 18:39 2.5 19:33 2.0 16:54 3.7 17:48 3.1 18:42 2.5 16:57 3.7 17:51 3.1 18:45 2.4 Volune of runoff = 7.28 ac. ft. Depth of runoff = 4.35 in. File Name -emerald park plaza Date 04/29/96 Proj. Leader keating Client swoboda Job 96-330 14 Type scs Desc. Area 20.1 ac. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cfs 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 1.0 1.1 1.1 1.2 Misc. Note -aaninistrative professional EXISTING 25 YR Time of Concent. 10 min. Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10:15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cfs 1.2 1 .2 1.2 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.5 1.6 1.6 1. 7 1. 7 1.8 1.8 1.8 1.9 1.9 1.9 2.1 2.1 2.2 2.3 2.3 2.3 2.4 2.4 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.2 3.4 3.5 3.6 3.9 4.2 4.5 4.7 4.9 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11 :09 11: 12 11: 15 11: 18 11: 21 11:24 11:27 11:30 11:33 11:36 11 :39 11:42 11:45 11:48 11: 51 11:54 11 :57 12:00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cfs 5.1 5.5 5.9 6.1 6.3 6.6 7.0 7.4 7.7 7.9 8.3 9.1 9.7 10. 1 10.9 16.3 27.4 37.1 42.9 47.5 64.0 95.7 123.6 140.6 149.1 133.6 93.9 59.7 42.8 34.5 29.1 24.1 20.5 18.7 17.9 17 .1 15.9 15. 1 14.7 14.4 13.9 12.8 12.0 11.6 11.4 Time hr:min 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14: 15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15: 12 15: 15 15: 18 Continued on next page Flow cfs 11.0 10.4 9.9 9.6 9.5 9.3 8.8 8.5 8.3 8.2 8.0 7.6 7.4 7.4 7.4 7.3 7.3 7.2 7.2 7 .1 7. 1 7.0 7.0 7.0 6.9 6.9 6.8 6.8 6.7 6.7 6.6 6.6 6.6 6.5 6.5 6.4 6.4 6.3 6.3 6.2 6.2 6.2 6.1 6.1 6.0 Continued from previous page 15:21 6.0 16: 15 5.2 17:09 4.4 18:03 3.6 15:24 5.9 16: 18 5.1 17: 12 4.3 18:06 3.5 15:27 5.9 16:21 5.1 17: 15 4.3 18:09 2.4 15:30 5.8 16:24 5.0 17: 18 4.2 18:12 1. 5 15:33 5.8 16:27 5.0 17:21 4.2 18: 15 0.6 15:36 5.8 16:30 5.0 17:24 4.2 18: 18 3.2 15 :39 5.7 16:33 4.9 17:27 4.1 18:21 2.3 15:42 5.7 16:36 4.9 17:30 4.1 18:24 1.4 15:45 5.6 16:39 4.8 17:33 4.0 18:27 0.5 15:48 5.6 16:42 4.8 17:36 4.0 18:30 3.1 15:51 5.5 16:45 4.7 17:39 3.9 18:33 2.2 15:54 5.5 16:48 4.7 17:42 3.9 18:36 1.3 15:57 5.4 16:51 4.6 17:45 3.8 18:39 0.4 16:00 5.4 16:54 4.6 17:48 3.8 18:42 3.0 16:03 5.4 16:57 4.6 17:51 3.8 18:45 2. 1 16:06 5.3 17:00 4.5 17:54 3.7 18:48 1.2 16:09 5.3 17:03 4.5 17:57 3.7 16: 12 5.2 17:06 4.4 18:00 3.6 Vol1.111e of runoff = 9.18 ac. ft. Depth of runoff = 5.48 in. File Name -emerald park plaza Date 04/29/96 Proj. Leader keating Client swoboda Job 96-330 14 Type SCS Desc. Area 20.1 ac. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cfs 0.0 0.0 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 Misc. Note -administrative professional EXISTING 50 YR Time of Concent. 10 min. Time hr:min 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 Flow cfs 1.1 1.2 1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.6 1. 7 1. 7 1. 7 1. 7 1.8 1.8 1.8 1.8 1.9 2.0 2. 1 2.2 2.2 2.3 2.3 2.3 2.4 2.4 2.5 2.6 2.7 2.8 2.9 2.9 2.9 3.0 3.0 3.0 3.1 3.3 3.4 3.5 3.6 3.7 4.0 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11: 12 11: 15 11:18 11: 21 11:24 11:27 11:30 11 :33 11:36 11 :39 11:42 11:45 11 :48 11: 51 11 :54 11 :57 12:00 12:03 12:06 12:09 12: 12 12:15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cfs 4.2 4.4 4.5 4.7 5.2 5.6 5.8 5.9 6.2 6.7 7 .1 7.4 7.6 7.9 8.5 8.9 9.2 9.5 10.0 10.8 11.6 12. 1 12.8 18.5 31.4 43.3 50.2 55.4 72.2 108.2 141.0 160.9 171. 7 157 .1 112.1 71.4 50.1 40.1 33.8 28.0 23.6 21.5 20.4 19.5 18.3 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cfs 17.2 16.7 16.4 15.9 14.7 13.7 13.2 13.0 12.6 11.9 11.3 11.0 10.8 10.5 10. 1 9.7 9.5 9.4 9.1 8.7 8.6 8.6 8.5 8.5 8.4 8.4 8.3 8.3 8.2 8.2 8.1 8.1 8.0 7.9 7.9 7.8 7.8 7.7 7.7 7.6 7.6 7.5 7.5 7.4 7.4 Continued from previous page 14:57 7.3 15:51 6.4 16:45 5.4 17:39 2.0 15:00 7.3 15:54 6.3 16:48 5.4 17:42 0.8 15:03 7.2 15:57 6.3 16: 51 5.3 17:45 4. 1 15:06 7.2 16:00 6.2 16:54 5.3 17:48 3.0 15:09 7 .1 16:03 6.2 16:57 5.2 17:51 1 .9 15: 12 7. 1 16:06 6. 1 17:00 5.2 17:54 0.7 15: 15 7.0 16:09 6.0 17:03 5. 1 17:57 4.0 15: 18 6.9 16: 12 6.0 17:06 5.0 18:00 2.9 15:21 6.9 16: 15 5.9 17:09 5.0 18:03 1.8 15:24 6.8 16: 18 5.9 17: 12 4.9 18:06 0.6 15:27 6.8 16:21 5.8 17: 15 4.9 18:09 3.9 15:30 6.7 16:24 5.8 17: 18 4.8 18:12 2.8 15:33 6.7 16:27 5.7 17:21 4.8 18: 15 1. 7 15:36 6.6 16:30 5.7 17:24 4.7 18: 18 0.5 15:39 6 .6 16:33 5.6 17:27 4.7 18:21 3.8 15:42 6.5 16:36 5.6 17:30 4.6 18:24 2.7 15:45 6.5 16:39 5.5 17:33 4.6 15:48 6.4 16:42 5.5 17:36 4.5 VollJ!le of runoff = 10.56 ac. ft. Depth of runoff = 6.30 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 04/29/96 Job 96 -330 Misc. Note -administrative professional 14 Type SCS Desc. Area 20.1 ac. Storm Dist Type II Time hr:min 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 Flow cfs 0.0 0.2 0.2 0.2 0.2 0 .3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0 .8 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.1 1. 1 1.1 1. 1 1.1 1.2 EXISTING 100 YR Time of Concent. 10 min. Time hr:min 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 Flow cfs 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.5 1.6 1.6 1. 7 1. 7 1.9 2.0 2.0 2. 1 2.1 2.2 2.2 2.2 2.3 2.3 2.3 2.3 2.4 2.4 2.5 2.6 2.8 2.8 2.9 2.9 3.0 3.0 3.0 3.1 3.2 3.3 3.5 3.6 3.6 3.7 3.7 Time hr:mir1 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11: 12 11: 15 11:18 11: 21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11 :57 12:00 12:03 12:06 12:09 Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Flow cfs 3.8 3.8 3.8 4.0 4.1 4.3 4.4 4.5 4.7 5.0 5.3 5.5 5.6 5.9 6.5 6.9 7.2 7.4 7.7 8.3 8.8 9.1 9.3 9.8 10.4 10.9 11.3 11.5 12.2 13.2 14. 1 14.6 15.8 23.8 39.7 52.9 60.5 66.6 90.1 132.6 168.5 189.4 198.4 175.1 121.6 Time hr:min 12: 12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 Continued on next page Flow cfs 77.2 55.7 45.0 37.8 31.2 26.7 24.4 23.3 22.2 20.7 19.6 19. 1 18.8 18.0 16.7 15 .6 15. 1 14.8 14.3 13 .5 12.8 12.5 12 .3 12.0 11.4 11.0 10.8 10.7 10.4 10. 1 10. 1 10.0 9.9 9.9 9.8 9.8 9.7 9.6 9.6 9.5 9.4 9.4 9.3 9.3 9.2 Continued from previous page 14:27 9.1 15:21 8.0 16: 15 6.9 17:09 5.7 14:30 9.1 15:24 7.9 16: 18 6.8 17: 12 2.4 14:33 9.0 15:27 7.9 16:21 6.7 17: 15 1.0 14:36 8.9 15:30 7.8 16:24 6.7 17 : 18 5.2 14:39 8.9 15:33 7.7 16:27 6.6 17:21 3.8 14:42 8.8 15:36 7.7 16:30 6.5 17:24 2.3 14:45 8.7 15:39 7.6 16:33 6.5 17:27 0.9 14:48 8.7 15:42 7.5 16:36 6.4 17:30 5.1 14:51 8.6 15:45 7.5 16:39 6.3 17:33 3.6 14:54 8.6 15:48 7.4 16:42 6.3 17:36 2.2 14:57 8.5 15:51 7.4 16:45 6.2 17:39 0.7 15:00 8.4 15:54 7.3 16:48 6.2 17:42 5.0 15:03 8 .4 15:57 7.2 16:51 6. 1 17:45 3.5 15:06 8.3 16:00 7.2 16:54 6.0 17:48 2. 1 15:09 8.2 16:03 7 .1 16:57 6.0 17: 51 0 .6 15: 12 8.2 16:06 7.0 17:00 5.9 17:54 4.8 15:15 8.1 16:09 7.0 17:03 5.8 15: 18 8.1 16: 12 6.9 17:06 5.8 Voll.Ille of runoff = 12.19 ac. ft. Depth of runoff = 7.28 in. HYDROGRAPHS (DEVELOPED) 2YEAR File Name -emerald park plaza Date D4/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------1 Type SCS Desc. AREA A 2 YR Area 0.7 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.1 3:09 0.0 5:24 0.0 7:39 0.0 9:54 0.1 3: 12 0.0 5:27 0.0 7:42 0.0 9:57 0. 1 3: 15 o.o 5:30 0.0 7:45 0.0 10:00 0.1 3: 18 0.0 5:33 0.0 7:48 0.0 10:03 0.1 3:21 0.0 5:36 0.0 7:51 0.0 10:06 0.1 3:24 0.0 5:39 0.0 7:54 0.0 10:09 0.1 3:27 0.0 5:42 0.0 7:57 0.0 10: 12 0. 1 3:30 0.0 5:45 0.0 8:00 0.0 10: 15 0.1 3:33 0.0 5:48 0.0 8:03 0.0 10: 18 0.1 3:36 0.0 5:51 0.0 8:06 0.0 10:21 0.1 3:39 0.0 5:54 0.0 8:09 0.0 10:24 0.1 3:42 0.0 5:57 0.0 8: 12 0.0 10:27 0.1 3:45 0.0 6:00 0.0 8: 15 0.0 10:30 0.1 3:48 0.0 6:03 0.0 8: 18 0.1 10:33 0.1 3:51 0.0 6:06 0.0 8:21 0.1 10:36 0.1 3:54 0.0 6:09 0.0 8:24 0.1 10:39 0.1 3:57 0.0 6:12 0.0 8:27 0.1 10:42 0.2 4:00 0.0 6: 15 0.0 8:30 0.1 10:45 0.2 4:03 0.0 6:18 0.0 8:33 0.1 10:48 0.2 4:06 0.0 6:21 0.0 8:36 0.1 10:51 0.2 4:09 0.0 6:24 0.0 8:39 0.1 10:54 0.2 4: 12 0.0 6:27 0.0 8:42 0.1 10:57 0.2 4: 15 0.0 6:30 0.0 8:45 0.1 11:00 0.2 4: 18 0.0 6:33 0.0 8:48 0.1 11:03 0.2 4:21 0.0 6:36 0.0 8:51 0.1 11:06 0.2 4:24 0.0 6:39 0.0 8:54 0.1 11:09 0.2 4:27 0.0 6:42 0.0 8:57 0.1 11:12 0.2 4:30 0.0 6:45 0.0 9:00 0.1 11: 15 0.2 4:33 0.0 6:48 0.0 9:03 0.1 11:18 0.2 4:36 0.0 6:51 0.0 9:06 0.1 11:21 0.2 4:39 0.0 6:54 0.0 9:09 0.1 11 :24 0.3 4:42 0.0 6:57 0.0 9:12 0.1 11:27 0.3 4:45 0.0 7:00 0.0 9: 15 0.1 11:30 0.3 4:48 0.0 7:03 0.0 9:18 0.1 11:33 0.3 4:51 0.0 7:06 0.0 9:21 0.1 11:36 0.5 4:54 0.0 7:09 0.0 9:24 0. 1 11:39 0.8 4:57 0.0 7:12 0.0 9:27 0.1 11:42 1.0 5:00 0.0 7: 15 0.0 9:30 0.1 11 :45 1.1 5:03 0.0 7:18 0.0 9:33 0.1 11 :48 1.2 5:06 o.o 7:21 0.0 9:36 0.1 11:51 1.6 5:09 0.0 7:24 o.o 9:39 0.1 11:54 2.3 5: 12 0.0 7:27 0.0 9:42 0.1 11:57 2.9 5: 15 0.0 7:30 0.0 9:45 0.1 12:00 3.2 5: 18 0.0 7:33 0.0 9:48 0.1 12:03 3.3 Continued on next page ontinued from previous page 12:06 2.9 13:00 0.2 13:54 0.2 14:48 0.1 12:09 2.0 13:03 0.2 13:57 0.2 14:51 0.1 12: 12 1.3 13:06 0.2 14:00 0.2 14:54 0.0 12:15 0.9 13:09 0.2 14:03 0.2 14:57 0.1 12: 18 0.7 13: 12 0.2 14:06 0.2 15:00 0.1 12:21 0.6 13: 15 0.2 14:09 0.2 15:03 0. 1 12:24 0.5 13: 18 0.2 14: 12 0.2 15:06 0.0 12:27 0.4 13:21 0.2 14: 15 0.2 15:09 0.1 12:30 0.4 13:24 0.2 14: 18 0.2 15: 12 0.1 12:33 0.4 13:27 0.2 14:21 0.2 15:15 0.1 12:36 0.4 13:30 0.2 14:24 0.1 15: 18 0.0 12:39 0.3 13:33 0.2 14:27 0. 1 15:21 0.1 12:42 0.3 13:36 0.2 14:30 0.1 15:24 0.1 12:45 0.3 13:39 0.2 14:33 0.1 15:27 0.1 12:48 0.3 13:42 0.2 14:36 0.1 15:30 0.0 12:51 0.3 13:45 0.2 14:39 0.1 15:33 0. 1 12:54 0.3 13:48 0.2 14:42 0.1 12:57 0.2 13:51 0.2 14:45 0.1 Volune of runoff = 0.19 ac. ft. Depth of runoff = 3.19 in. File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 2 Type SCS Desc. AREA B 2 YR Area 0.2 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 77 Len 24 hrs Precip. 4.50 Storm Dist Type II Time hr:min 8:55 8:58 9:01 9:04 9:07 9: 10 9: 13 9:16 9: 19 9:22 9:25 9:28 9:31 9:34 9:37 9:40 9:43 9:46 9:49 9:52 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 9:55 9:58 10:01 10:04 10:07 10: 10 10: 13 10: 16 10: 19 10:22 10:25 10:28 10:31 10:34 10:37 10:40 10:43 10:46 10:49 10:52 Vol~ of runoff = Flow cfs o.o · 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02 ac. ft. Time hr:min 10:55 10:58 11:01 11 :04 11:07 11:10 11: 13 11: 16 11: 19 11 :22 11 :25 11:28 11:31 11:34 11 :37 11:40 11:43 11 :46 11:49 11:52 Flow cfs 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 Time hr:min 11:55 11:58 12:01 12:04 12:07 12:10 12:13 12: 16 12: 19 12:22 12:25 12:28 12:31 12:34 12:37 12:40 12:43 12:46 12:49 12:52 Flow cfs 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Depth of runoff= 1.32 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------3 Type SCS Desc. AREA 3 2 YR Area 0.3 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :09 o.o 3:24 o.o 5:39 0.0 7:54 0.0 1:12 0.0 3:27 o.o 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1:18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1:21 o.o 3:36 0.0 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1:27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1:42 0.0 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1 :48 o.o 4:03 0.0 6: 18 0.0 8:33 0.0 1: 51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1 :54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 o.o 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2:12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2:15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2:18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 o.o 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 o.o 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7:12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.0 3:03 0.0 5: 18 o.o 7:33 0.0 9:48 0.1 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.1 3:09 0.0 5:24 0.0 7:39 0.0 9:54 0.1 3:12 0.0 5:27 0.0 7:42 0.0 9:57 0. 1 3:15 0.0 5:30 0.0 7:45 0.0 10:00 0.1 3:18 0.0 5:33 0.0 7:48 0.0 10:03 0.1 3:21 0.0 5:36 0.0 7:51 0.0 10:06 0.1 Continued on next page Continued from previous page 10:09 0.1 11:00 0.1 11: 51 0.7 12:42 0 .1 10:12 0. 1 11 :03 0.1 11:54 1.1 12:45 0.1 10: 15 0. 1 11:06 0.1 11 :57 1.3 12:48 0.1 10: 18 0.1 11:09 0.1 12:00 1.5 12:51 0.1 10:21 0. 1 11:12 0.1 12:03 1.5 12:54 0. 1 10:24 0.1 11: 15 0.1 12:06 1.4 12:57 0.1 10:27 0.1 11: 18 0.1 12:09 1.0 13:00 0.1 10:30 0.1 11:21 0.1 12: 12 0.6 13:03 0.1 10:33 0. 1 11:24 0.1 12: 15 0.4 13:06 0.1 10:36 0.1 11:27 0.1 12: 18 0.3 13:09 0 .1 10:39 0.1 11:30 0.1 12:21 0.3 13: 12 0.1 10:42 0.1 11:33 0.2 12:24 0.2 13: 15 0.1 10:45 0.1 11:36 0.2 12:27 0.2 13: 18 0.1 10:48 0.1 11:39 0.4 12:30 0.2 13 :21 0.0 10:51 0.1 11:42 0.5 12:33 0.2 13:24 0.0 10:54 0.1 11:45 0.5 12:36 0.2 13:27 0.1 10:57 0.1 11:48 0.6 12:39 0.2 13:30 0.1 Voliine of runoff = 0 .08 ac . ft. Depth of runoff = 2.84 in . File Name -emerald park plaza Date D4/18/96 Proj . Leader keating Client swoboda Job 96 -330 Misc. Note -aaninistrative professional 4 Type SCS Desc. AREA D 2 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 77 Len 24 hrs Precip. 4.50 Storm Dist Type II Time hr:min 8:55 8:58 9:01 9:04 9:07 9: 10 9:13 9: 16 9: 19 9:22 9:25 9:28 9:31 9:34 9:37 9:40 9:43 9:46 Flow cfs o.o 0.0 0.0 0.0 0.0 0 .0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 9:49 9:52 9:55 9:58 10:01 10:04 10:07 10: 10 10: 13 10: 16 10: 19 10:22 10:25 10:28 10:31 10:34 10:37 10:40 Vol~ of runoff = Flow cfs 0.0 0 .0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.01 ac. ft. Time hr :min 10:43 10:46 10:49 10:52 10:55 10:58 11:01 11 :04 11:07 11:10 11:13 11:16 11:19 11:22 11:25 11:28 11:31 11 :34 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o Time hr:min 11 :37 11:40 11 :43 11:46 11:49 11:52 11:55 11:58 12:01 12:04 12:07 12: 10 12: 13 12: 16 12: 19 12:22 12:25 12:28 Flow cfs 0.0 0.0 0.1 0 .1 0.1 0. 1 0 .2 0.2 0.3 0.3 0.2 0 . 1 0.1 0.1 0.1 0.1 0.0 0.0 Depth of runoff = 1.16 in . -------------------------------------------------------------------------------- Fi le Name -emera l d park plaza Date 05/06/96 Proj . Leader keating Client swoboda Job 96-330 Misc . Note -administrative professional -------------------------------------------------------------------------------- 16 Type SCS Desc. SCS AREA J EX & DEV 2 YR Area 15.7 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 77 Storm Dist Type II Len 24 hrs Precip. 4.50 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 8:55 0.0 11: 10 1.4 13:25 2.9 15:40 1.9 8:58 0.1 11:13 1.5 13:28 2.9 15:43 1.8 9:01 0.1 11: 16 1.6 13:31 2.8 15:46 1.8 9:04 0.1 11:19 1. 7 13:34 2.8 15:49 1.8 9:07 0.1 11:22 1.8 13:37 2.7 15:52 1.8 9: 10 0.1 11:25 2.0 13:40 2.5 15:55 1.8 9: 13 0.1 11 :28 2.2 13:43 2.4 15:58 1.8 9: 16 0.1 11:31 2.3 13:46 2.4 16:01 1.8 9: 19 0.1 11:34 2.8 13:49 2.4 16:04 1.8 9:22 0.1 11:37 4.8 13:52 2.3 16:07 1. 7 9:25 0.1 11:40 7.7 13:55 2.3 16:10 1. 7 9:28 0.2 11:43 9.8 13:58 2.3 16: 13 1. 7 9:31 0.2 11 :46 11.3 14:01 2.3 16: 16 1. 7 9 :34 0.2 11 :49 13.7 14:04 2.3 16: 19 1. 7 9:37 0.2 11:52 21.1 14:07 2.3 16:22 1 . 7 9:40 0.2 11:55 31.0 14: 10 2.3 16:25 1. 7 9:43 0.2 11 :58 38.8 14: 13 2.2 16:28 1.7 9:46 0.2 12:01 44.2 14: 16 2.2 16:31 1.6 9:49 0.3 12:04 45 .8 14: 19 2.2 16:34 1.6 9:52 0.3 12:07 37.3 14:22 2.2 16:37 1.6 9:55 0.3 12: 10 24 .7 14:25 2.2 16:40 1.6 9:58 0.3 12: 13 16.4 14:28 2.2 16:43 1.6 10:01 0.3 12: 16 12 .5 14:31 2.2 16:46 1.6 10:04 0.3 12: 19 10 .5 14:34 2.1 16:49 1.6 10:07 0.3 12:22 8.8 14:37 2.1 16:52 1.6 10: 10 0.4 12:25 7 .4 14:40 2.1 16:55 1.5 10: 13 0.4 12:28 6.5 14:43 2.1 16:58 1.5 .10 : 16 0.4 12:31 6.1 14:46 2.1 17:01 1.5 10:19 0.4 12:34 5.9 14:49 2.1 17:04 1.5 10:22 0.5 12:37 5.5 14:52 2.1 17:07 1.5 10:25 0.5 12:40 5.2 14:55 2.1 17: 10 1.5 10 :28 0.5 12:43 5.0 14:58 2.0 17: 13 1.5 10:31 0.6 12:46 4.9 15:01 2.0 17: 16 1.4 10 :34 0.6 12:49 4.8 15:04 2.0 17: 19 1.4 10:37 0.7 12:52 4.5 15:07 2.0 17:22 1.4 10:40 0.7 12:55 4.2 15:10 2.0 17:25 1.4 10:43 0.8 12:58 4.0 15: 13 2.0 17:28 1.4 10:46 0.8 13:01 3.9 15: 16 2.0 17:31 1.4 10:49 0.9 13:04 3.8 15: 19 2.0 17:34 1.4 10:52 0.9 13 :07 3.6 15:22 1.9 17:37 1.4 10:55 1.0 13: 10 3.4 15:25 1.9 17:40 1.3 10:58 1.1 13:13 3.3 15:28 1.9 17:43 1.3 11: 01 1.2 13:16 3.2 15:31 1.9 17:46 1.3 11 :04 1.2 13:19 3.2 15:34 1.9 17:49 1.3 11:07 1.3 13:22 3.1 15:37 1.9 17:52 1.3 Continued on next page --------------------------------------------------------------------------------File Name -emerald park plaza Date D4/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------5 Type SCS Desc. AREA E 2 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :09 0.0 3:24 o.o 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 o.o 5:48 0.0 8:03 0.0 1 :21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1 :27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 o.o 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 o.o 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 o.o 4:00 0.0 6: 15 0.0 8:30 0.0 1:48 0.0 4:03 0.0 6: 18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 o.o 8:36 0.0 1:54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4: 18 o.o 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2:12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2:15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2:18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 o.o 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 ~ 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 9:48 0.0 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.0 3:09 0.0 5:24 0.0 7:39 0.0 9:54 0.0 3: 12 0.0 5:27 0.0 7:42 o.o 9:57 0.0 3:15 o.o 5:30 0.0 7:45 0.0 10:00 0.0 3:18 0.0 5:33 0.0 7:48 0.0 10:03 o.o 3:21 0.0 5:36 0.0 7:51 0.0 10:06 0.0 Continued on next page Continued from previous page 10:09 0.0 10:48 0.0 11:27 0.0 12:06 0.4 10: 12 0.0 10:51 0.0 11:30 o.o 12:09 0.3 10:15 0.0 10:54 0.0 11:33 0.0 12: 12 0.2 10: 18 0.0 10:57 0.0 11 :36 0.1 12: 15 0.1 10:21 0.0 11 :00 0.0 11 :39 0.1 12: 18 0.1 10:24 0.0 11:03 0.0 11:42 0.1 12:21 0. 1 10:27 0.0 11:06 0.0 11:45 0.2 12:24 0 . 1 10:30 0.0 11:09 0.0 11:48 0.2 12:27 0.1 10:33 0.0 11:12 0.0 11:51 0.2 12:30 0 .1 10:36 0.0 11:15 0.0 11:54 0.3 12:33 0. 1 10:39 0.0 11: 18 0.0 11:57 0.4 12:36 0. 1 10:42 0.0 11: 21 0.0 12:00 0.5 12:39 0.0 10:45 0.0 11:24 0.0 12:03 0 .5 12:42 0 .0 Volune of runoff = 0 .02 ac. ft. Oepth of runoff = 2.13 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96·330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------6 Type SCS Desc. AREA F 2 YR Area 0.3 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 98 Storm Oist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1:09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1:15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1:18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1:21 0.0 3:36 0.0 5:51 o.o 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1 :27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1:30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1:39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1:42 0.0 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 o.o 1 :48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1:51 o.o 4:06 0.0 6:21 0.0 8:36 0.0 1:54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4:12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2: 12 0.0 4:27 o.o 6:42 0.0 8:57 0.0 2:15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2:18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9:12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 o.o 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 o.o 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.0 3:03 0.0 5:18 0.0 7:33 0.0 9:48 0.0 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.0 3:09 0.0 5:24 0.0 7:39 0.0 9:54 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 9:57 o.o 3: 15 0.0 5:30 0.0 7:45 0.0 10:00 0.0 3: 18 0.0 5:33 0.0 7:48 0.0 10:03 0.0 3:21 0.0 5:36 0.0 7:51 0.0 10:06 0.0 Continued on next page Continued from previous page 10:09 o.o 11:00 0. 1 11 : 51 0.7 12:42 0.1 10:12 0.1 11:03 0.1 11:54 1.0 12:45 0.1 10: 15 0.1 11 :06 0.1 11 :57 1.2 12:48 0.1 10: 18 0.1 11:09 0.1 12:00 1.4 12:51 0. 1 10:21 0.1 11:12 0.1 12:03 1.4 12:54 0.1 10:24 0.1 11:15 0.1 12:06 1.3 12:57 0.1 10:27 0.1 11: 18 0.1 12:09 0.9 13:00 0.1 10:30 0.1 11:21 0.1 12: 12 0.6 13:03 0.1 10:33 0.1 11 :24 0.1 12: 15 0.4 13:06 0. 1 10:36 0.1 11:27 0.1 12: 18 0.3 13:09 0.1 10:39 0.1 11:30 0.1 12:21 0.3 13: 12 0.1 10:42 0.1 11 :33 0.1 12:24 0.2 13: 15 0.1 10:45 0.1 11:36 0.2 12:27 0.2 13: 18 0. 1 10:48 0.1 11:39 0.3 12:30 0.2 13:21 0.0 10:51 0.1 11:42 0.4 12:33 0.2 13:24 0.0 10:54 0.1 11:45 0.5 12:36 0.1 13:27 0.1 10:57 0.1 11 :48 0.5 12:39 0.1 13:30 0. 1 Volune of runoff = 0.07 ac. ft. Depth of runoff = 2.78 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date D4/18/96 Proj. Leader keating Cl i ent swoboda Job 96·330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------7 Type SCS Desc. AREA G 2 YR Area 2.2 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cf s hr:min cfs hr:min cfs --------------------------------------------------------------------------------3:06 0.0 5:21 0.1 7:36 0.1 9:51 0.3 3:09 0.0 5:24 0.1 7:39 0.1 9:54 0.3 3: 12 0.0 5:27 0.1 7:42 0.1 9:57 0.3 3: 15 0.0 5:30 0.1 7:45 0.1 10:00 0.3 3:18 0.0 5:33 0. 1 7:48 0.1 10:03 0.3 3:21 0.0 5:36 0.1 7:51 0.1 10:06 0.3 3:24 0.0 5:39 0.1 7:54 0.1 10:09 0.3 3:27 0.0 5:42 0.1 7:57 0.1 10: 12 0.3 3:30 0.0 5:45 0.1 8:00 0.1 10: 15 0.3 3:33 0.0 5:48 0.1 8:03 0.1 10: 18 0.3 3:36 0.0 5:51 0.1 8:06 0.1 10:21 0.3 3:39 0.0 5:54 0.1 8:09 0.1 10:24 0.3 3:42 0.0 5:57 0.1 8:12 0.1 10:27 0.4 3:45 0.0 6:00 0.1 8: 15 0.1 10:30 0.4 3:48 0.0 6:03 0. 1 8:18 0.2 10:33 0.4 3:51 o.o 6:06 0. 1 8:21 0.2 10:36 0.4 3:54 0.0 6:09 0.1 8:24 0.2 10:39 0.4 3:57 0.0 6:12 0.1 8:27 0.2 10:42 0.5 4:00 0.0 6: 15 0.1 8:30 0.2 10:45 0.5 4:03 0.0 6:18 0.1 8:33 0.2 10:48 0.5 4:06 0.0 6:21 0.1 8:36 0.2 10:51 0.5 4:09 0.0 6:24 0.1 8:39 0.2 10:54 0.5 4: 12 o.o 6:27 0.1 8:42 0.2 10:57 0.6 4: 15 o.o 6:30 0. 1 8:45 0.2 11 :00 0.6 4: 18 0.0 6:33 0.1 8:48 0.2 11 :03 0.6 4:21 0.0 6:36 0.1 8:51 0.2 11:06 0.6 4:24 0.0 6:39 0.1 8:54 0.2 11:09 0.6 4:27 0.0 6:42 0.1 8:57 0.2 11:12 0.7 4:30 0.0 6:45 0.1 9:00 0.2 11:15 0.7 4:33 0.0 6:48 0.1 9:03 0.2 11:18 0.7 4:36 0.0 6:51 0.1 9:06 0.2 11:21 0.7 4:39 0.0 6:54 0.1 9:09 0.2 11:24 0.8 4:42 0.0 6:57 0.1 9: 12 0.2 11:27 0.8 4:45 0.0 7:00 0.1 9: 15 0.2 11 :30 0.9 4:48 0.1 7:03 0.1 9: 18 0.2 11:33 0.9 4:51 0.1 7:06 0.1 9:21 0.2 11 :36 1.4 4:54 0.1 7:09 0.1 9:24 0.2 11:39 2.3 4:57 0.1 7: 12 0.1 9:27 0.2 11 :42 3.0 5:00 0.1 7: 15 0.1 9:30 0.2 11:45 3.4 5:03 0.1 7:18 0.1 9:33 0.2 11 :48 3.7 5:06 0.1 7:21 0.1 9:36 0.2 11: 51 4.9 5:09 0.1 7:24 0.1 9:39 0.2 11:54 7.0 5:12 0.1 7:27 0.1 9:42 0.3 11:57 8.7 5:15 0.1 7:30 0.1 9:45 0.3 12:00 9.6 5:18 0.1 7:33 0.1 9:48 0.3 12:03 9.9 Continued on next page ---- Continued from previous page 12:06 8.7 13:00 0.7 13:54 0.5 14:48 0.4 12:09 6.0 13:03 0.7 13:57 0.5 14:51 0.2 12: 12 3.8 13:06 0.7 14:00 0.5 14:54 0.1 12:15 2.7 13:09 0.6 14:03 0.5 14:57 0.4 12: 18 2.2 13:12 0.6 14:06 0.5 15:00 0.3 12:21 1.8 13: 15 0.6 14:09 0.5 15:03 0.2 12:24 1.5 13: 18 0.6 14: 12 0.5 15:06 0 . 1 12:27 1.3 13:21 0.6 14: 15 0.5 15:09 0.4 12:30 1.2 13:24 0.5 14: 18 0.5 15: 12 0.3 12:33 1.1 13:27 0.5 14:21 0.5 15:15 0.2 12:36 1.1 13:30 0.5 14:24 0.4 15: 18 0.1 12:39 1.0 13:33 0.5 14:27 0.4 15:21 0.4 12:42 0.9 13:36 0.5 14:30 0.4 15:24 0.3 12:45 0.9 13:39 0.5 14:33 0.4 15:27 0.2 12:48 0.9 13:42 0.5 14:36 0.4 15:30 o.o 12:51 0.9 13:45 0.5 14:39 0.4 15:33 0.4 12:54 0.8 13:48 0.5 14:42 0.4 12:57 0.7 13:51 0.5 14:45 0.4 Vollllle of runoff = 0.60 ac. ft. Depth of runoff = 3 .27 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------8 Type SCS Desc. AREA H 2 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :09 0.0 3:24 0.0 5:39 0.0 7:54 o.o 1:12 0.0 3:27 0.0 5:42 o.o 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1:18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1 :21 o.o 3:36 0.0 5:51 0.0 8:06 0.0 1:24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1:27 0.0 3:42 0.0 5:57 0.0 8: 12 o.o 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 0.0 8: 18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 0.0 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1 :48 0.0 4:03 o.o 6: 18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1 :54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2: 12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2: 15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2:18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 o.o 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5: 15 o.o 7:30 0.0 9:45 0.0 3:03 0.0 5: 18 0.0 7:33 o.o 9:48 0.0 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.0 3:09 0.0 5:24 0.0 7:39 0.0 9:54 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 9:57 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 10:00 0.0 3:18 0.0 5:33 0.0 7:48 0.0 10:03 0.0 3:21 0.0 5:36 0.0 7:51 0.0 10:06 0.0 Continued on next page Continued from previous page 10:09 0.0 10:48 0.0 11:27 0.0 12:06 0.4 10:12 0.0 10:51 0.0 11:30 0.0 12:09 0.3 10: 15 0.0 10:54 0.0 11:33 0.0 12:12 0.2 10: 18 0.0 10:57 0.0 11 :36 0.1 12: 15 0.1 10:21 0.0 11 :00 0.0 11 :39 0. 1 12: 18 0.1 10:24 0.0 11:03 0.0 11:42 0.1 12:21 0. 1 10:27 0.0 11:06 o.o 11:45 0.2 12:24 0. 1 10:30 0.0 11:09 0.0 11:48 0.2 12:27 0.1 10:33 0.0 11:12 0.0 11: 51 0.2 12:30 0.1 10:36 0.0 11:15 0.0 11:54 0.3 12:33 0 .1 10:39 0.0 11: 18 0.0 11:57 0.4 12:36 0. 1 10:42 0.0 11: 21 o.o 12:00 0.5 12:39 0.0 10:45 0.0 11:24 0.0 12:03 0.5 12:42 0.0 Vol~ of runoff = 0.02 ac. ft. Depth of runoff = 2.13 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 05/06/96 Job 96-330 Misc. Note -administrative professional 15 Type scs Desc. scs AREA I DEV 2 YR Area 0.5 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 Time hr:min 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:06 7:09 7:12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 Freq. 2.0 yrs CN 95 Len 24 hrs Precip. 4.50 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11: 15 11: 18 11:21 11:24 11:27 11:30 11:33 Continued on next page Flow cfs 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o. 1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 11 :36 0.3 12:30 0.3 13:24 0. 1 14: 18 0. 1 11 :39 0.5 12:33 0.3 13:27 0. 1 14:21 0. 1 11:42 0.7 12:36 0.3 13:30 0. 1 14:24 0. 1 11 :45 0.8 12:39 0.3 13:33 0. 1 14:27 0. 1 11 :48 0.9 12:42 0.2 13:36 0. 1 14:30 0. 1 11: 51 1. 1 12:45 0.2 13:39 0. 1 14:33 0.0 11:54 1. 7 12:48 0.2 13:42 0. 1 14:36 0.0 11:57 2. 1 12:51 0.2 13:45 0. 1 14:39 0. 1 12:00 2.4 12:54 0.2 13:48 0.1 14:42 0.1 12:03 2.5 12:57 0.2 13:51 0.1 14:45 0.0 12:06 2.3 13:00 0.2 13:54 0. 1 14:48 0.0 12:09 1.6 13:03 0.2 13:57 0. 1 14:51 0. 1 12: 12 1.0 13:06 0.2 14:00 0. 1 14:54 0. 1 12: 15 0.7 13:09 0.2 14:03 0. 1 14:57 0.0 12: 18 0.6 13: 12 0.2 14:06 0. 1 15:00 0.0 12:21 0.5 13: 15 0.1 14:09 0. 1 15:03 0. 1 12:24 0.4 13:18 0.1 14: 12 0.1 12:27 0.3 13:21 0.1 14: 15 0.1 Volune of runoff = 0.14 ac. ft. Depth of runoff = 3. 11 in. Continued from previous page 17:55 1.3 18:49 1.0 19:43 0.8 20:37 0.6 17:58 1.3 18:52 1.0 19:46 0.8 20:40 0.6 18:01 1.3 18:55 1.0 19:49 0.8 20:43 0.6 18:04 1.2 18:58 1.0 19:52 0.8 20:46 0.5 18:07 1.2 19:01 1.0 19:55 0.8 20:49 0.5 18:10 1.2 19:04 1.0 19:58 0.7 20:52 0.5 18:13 1.2 19:07 1.0 20:01 0.7 20:55 0.3 18: 16 1.2 19: 10 1.0 20:04 0 .7 20:58 0.2 18: 19 1.2 19: 13 0.9 20:07 0.7 21 :01 0.1 18:22 1.2 19: 16 0.9 20: 10 0.7 21 :04 0.4 18:25 1.2 19: 19 0.9 20:13 0.7 21 :07 0.3 18:28 1.1 19:22 0.9 20:16 0.7 21: 10 0.2 18:31 1. 1 19:25 0.9 20: 19 0.7 21 :13 0. 1 18:34 1. 1 19:28 0.9 20:22 0.6 21: 16 0.4 18:37 1.1 19:31 0.9 20:25 0.6 21: 19 0 .3 18:40 1. 1 19:34 0.9 20:28 0.6 21:22 0.2 18:43 1.1 19:37 0.8 20:31 0.6 18:46 1.1 19:40 0.8 20:34 0.6 Voll.Ille of runoff = 2.86 ac. ft. Depth of runoff = 2.19 in. 5YEAR --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -adninistrative professional --------------------------------------------------------------------------------1 Type SCS Desc. AREA A 5 YR Area 0.7 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 94 Storm Dist Type I I Len 24 hrs Precip. 6.20 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------2: 18 0.0 4:33 0.0 6:48 0.1 9:03 0. 1 2:21 0.0 4:36 0.0 6:51 0.1 9:06 0. 1 2:24 0.0 4:39 0.0 6:54 0.1 9:09 0. 1 2:27 0.0 4:42 0.0 6:57 0.1 9:12 0. 1 2:30 0.0 4:45 0.0 7:00 0.1 9: 15 0. 1 2:33 0.0 4:48 0.0 7:03 0. 1 9:18 0.1 2:36 0.0 4:51 0.0 7:06 0.1 9:21 0. 1 2:39 0.0 4:54 0.0 7:09 0.1 9:24 0. 1 2:42 0.0 4:57 0.0 7:12 0.1 9:27 0. 1 2:45 0.0 5:00 0.0 7: 15 0.1 9:30 0.1 2:48 0.0 5:03 0.0 7:18 0.1 9:33 0.1 2:51 0.0 5:06 0.0 7:21 0.1 9:36 0.1 2:54 0.0 5:09 0.0 7:24 0.1 9:39 0.1 2:57 0.0 5: 12 o.o 7:27 0.1 9:42 0.1 3:00 0.0 5: 15 0.0 7:30 0.1 9:45 0. 1 3:03 0.0 5: 18 0.0 7:33 0.1 9:48 0. 1 3:06 0.0 5:21 0.0 7:36 0.1 9:51 0.1 3:09 0.0 5:24 o.o 7:39 0.1 9:54 0.1 3: 12 0.0 5:27 0.0 7:42 0.1 9:57 0.1 3: 15 0.0 5:30 0.0 7:45 0.1 10:00 0.1 3:18 0.0 5:33 0.0 7:48 0.1 10:03 0.1 3:21 0.0 5:36 0.0 7:51 0.1 10:06 0.1 3:24 0.0 5:39 0.0 7:54 0.1 10:09 0.1 3:27 0.0 5:42 0.0 7:57 0.1 10: 12 0.2 3:30 0.0 5:45 0.0 8:00 0.1 10: 15 0.2 3:33 0.0 5:48 0.0 8:03 0.1 10: 18 0.2 3:36 0.0 5:51 0.0 8:06 0.1 10:21 0.2 3:39 0.0 5:54 0.0 8:09 0.1 10:24 0.2 3:42 0.0 5:57 0.0 8: 12 0.1 10:27 0.2 3:45 0.0 6:00 0.0 8: 15 0.1 10:30 0.2 3:48 0.0 6:03 0.0 8:18 0.1 10:33 0.2 3:51 0.0 6:06 0.0 8:21 0.1 10:36 0.2 3:54 0.0 6:09 0.0 8:24 0.1 10:39 0.2 3:57 0.0 6:12 0.1 8:27 0.1 10:42 0.2 4:00 0.0 6: 15 0.1 8:30 0.1 10:45 0.2 4:03 0.0 6:18 0.1 8:33 0.1 10:48 0.2 4:06 0.0 6:21 0.1 8:36 0.1 10:51 0.2 4:09 0.0 6:24 0.1 8:39 0.1 10:54 0.3 4: 12 0.0 6:27 0.1 8:42 0.1 10:57 0.3 4: 15 0.0 6:30 0.1 8:45 0.1 11:00 0.3 4: 18 0.0 6:33 0.1 8:48 0.1 11:03 0.3 4:21 0.0 6:36 0.1 8:51 0.1 11:06 0.3 4:24 0.0 6:39 0.1 8:54 0.1 11:09 0.3 4:27 0.0 6:42 0.1 8:57 0.1 11:12 0.3 4:30 0.0 6:45 0.1 9:00 0.1 11: 15 0.3 Continued on next page Continued from previous page 11:18 0.3 12 :12 1. 7 13:06 0.3 14:00 0.2 11 :21 0.4 12: 15 1.2 13:09 0 .3 14:03 0.2 11:24 0.4 12: 18 1.0 13: 12 0 .3 14:06 0.2 11:27 0.4 12:21 0.8 13: 15 0.3 14:09 0.2 11:30 0.4 12:24 0.7 13: 18 0.3 14: 12 0.1 11:33 0.5 12:27 0.6 13:21 0.3 14: 15 0. 1 11:36 0.7 12:30 0.5 13:24 0.3 14: 18 0.0 11:39 1.1 12:33 0.5 13:27 0.2 14:21 0.2 11:42 1.5 12:36 0.5 13:30 0.2 14:24 0.1 11 :45 1 .6 12:39 0.5 13:33 0.2 14:27 0. 1 11:48 1.8 12:42 0.4 13:36 0.2 14:30 0.0 11:51 2.3 12:45 0.4 13:39 0.2 14:33 0.2 11:54 3.3 12:48 0.4 13:42 0.2 14:36 0.1 11:57 4.1 12:51 0.4 13:45 0.2 14:39 0.1 12 :00 4.5 12:54 0.4 13:48 0.2 14:42 0.0 12:03 4.6 12:57 0.3 13:51 0.2 14:45 0 .2 12:06 4.0 13:00 0.3 13:54 0.2 12:09 2.7 13:03 0.3 13:57 0.2 Voliine of runoff = 0.27 ac. ft. Depth of runoff = 4.43 in. File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96 -330 Misc. Note -acininistrative professional 2 Type SCS Desc . AREA B 5 YR Area 0.2 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 77 Len 24 hrs Precip. 6.20 Storm Dist Type II Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 Time hr :min 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 Vollllle of runoff = Flow cf s 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.04 ac. ft. Time hr:min 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11: 15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11 :48 11:51 11:54 11:57 12:00 Flow cfs 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.1 0. 1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 Time hr:min 12:03 12:06 12:09 12: 12 12:15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 Flow cfs 0.8 0.8 0.5 0.3 0.2 0.2 0.2 0 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 .1 0.1 0.1 0.1 0.1 0. 1 0 .1 0 . 1 0 .1 0.1 0.1 0.1 0 .0 0.0 0 .0 Depth of runoff = 2.41 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note · adninistrative professional ~-------------------------------------------------------------------------------3 Type SCS Desc. AREA 3 5 YR Area 0.3 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 6.20 ' --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1:00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3:18 0.0 5:33 o.o 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 o.o 3:30 0.0 5:45 0.0 8:00 0.0 1:18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1:21 0.0 3:36 o.o 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1 :27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1:33 0.0 3:48 0.0 6:03 0.0 8:18 o.o 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.1 1:42 0.0 3:57 0.0 6:12 0.0 8:27 0.1 1:45 0.0 4:00 0.0 6: 15 0.0 8:30 0.1 1:48 0.0 4:03 0.0 6:18 0.0 8:33 0.1 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0., 1 :54 0.0 4:09 0.0 6:24 0.0 8:39 0.1 , :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.1 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.1 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.1 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.1 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0., 2: 12 0.0 4:27 0.0 6:42 0.0 8:57 0.1 2: 15 0.0 4:30 0.0 6:45 0.0 9:00 0.1 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.1 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.1 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.1 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.1 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.1 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0. 1 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0. 1 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.1 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.1 2:45 0.0 5:00 0.0 7: 15 o.o 9:30 0.1 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.1 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.1 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.1 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.1 3:00 0.0 5:15 0.0 7:30 o.o 9:45 0.1 3:03 0.0 5:18 0.0 7:33 0.0 9:48 0.1 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.1 Continued on next page Continued from previous page 9:54 0. 1 10:45 0.1 11:36 0.3 12:27 0.3 9:57 0.1 10:48 0. 1 11 :39 0.5 12:30 0.2 10:00 0.1 10:51 0. 1 11:42 0.7 12:33 0.2 10:03 0. 1 10:54 0. 1 11:45 0.8 12:36 0. 1 10:06 0.1 10:57 0.1 11:48 0.8 12:39 0.1 10:09 0.1 11:00 0.1 11: 51 1.1 12:42 0. 1 10:12 0.1 11 :03 0. 1 11:54 1.5 12:45 0.1 10:15 0.1 11:06 0.1 11:57 1.9 12:48 0.1 10: 18 0.1 11:09 0.2 12:00 2. 1 12:51 0. 1 10:21 0.1 11:12 0.2 12:03 2. 1 12:54 0. 1 10:24 0.1 11:15 0.2 12:06 1.8 12:57 0.1 10:27 0.1 11:18 0.2 12:09 1.3 13:00 0.1 10:30 0.1 11:21 0.2 12: 12 0.8 13:03 0.1 10:33 0.1 11 :24 0.2 12: 15 0.6 13:06 0.0 10:36 0.1 11:27 0.2 12: 18 0.5 13:09 0.0 10:39 0.1 11:30 0.2 12:21 0.4 13: 12 0.1 10:42 0.1 11 :33 0.2 12:24 0.3 13:15 0.1 Voliine of runoff = 0.11 ac. ft. Depth of runoff = 4.06 in. File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 4 Type SCS Desc. AREA D 5 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 77 Len 24 hrs Precip. 6.20 Storm Dist Type II Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Flow cfs o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vollllle of runoff = 0.02 ac. ft. Time hr:min 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11: 15 11: 18 11: 21 11:24 Flow cfs 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 Time hr:min 11:27 11:30 11 :33 11 :36 11 :39 11 :42 11:45 11:48 11: 51 11:54 11 :57 12:00 12:03 12:06 12:09 12: 12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 Flow cfs 0.0 0.0 0.0 0.0 0. 1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 Depth of runoff = 2.09 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------5 Type SCS Desc. AREA E 5 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 6.20 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:54 0.0 3:09 0.0 5:24 o.o 7:39 0.0 0:57 0.0 3:12 0.0 5:27 0.0 7:42 0.0 1:00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3:18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1:15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1:18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1:21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1 :27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1:33 0.0 3:48 0.0 6:03 0.0 8:18 o.o 1 :36 0.0 3:51 o.o 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 0.0 3:57 0.0 6:12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1 :48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1 :54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4:12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0 • .0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2: 12 o.o 4:27 0.0 6:42 0.0 8:57 0.0 2:15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 o.o 2:33 0.0 4:48 0.0 7:03 0.0 9: 18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 o.o 9:24 0.0 2:42 0.0 4:57 0.0 7:12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7:15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7: 18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.0 3:03 0.0 5:18 0.0 7:33 0.0 9:48 0.0 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.0 Continued on next page Continued from previous page 9:54 0.0 10:36 0.0 11:18 0.1 12:00 0.6 9:57 0.0 10:39 0.0 11: 21 0.1 12:03 0.7 10:00 o.o 10:42 0.0 11:24 0.1 12:06 0.6 10:03 0.0 10:45 0.0 11 :27 0. 1 12:09 0.4 10:06 0.0 10:48 0.0 11:30 0. 1 12:12 0.2 10:09 0.0 10:51 0.0 11 :33 0.1 12: 15 0.2 10: 12 0.0 10:54 0.0 11:36 0.1 12: 18 0.1 10: 15 0.0 10:57 0.0 11 :39 0.2 12:21 0. 1 10: 18 0.0 11 :00 0.0 11:42 0.2 12:24 0.1 10:21 0.0 11:03 0.0 11:45 0.2 12:27 0.1 10:24 0.0 11:06 0.0 11 :48 0.3 12:30 0.1 10:27 0.0 11 :09 0.0 11:51 0.3 12:33 0.1 10:30 0.0 11:12 0.0 11:54 0.5 12:36 0.0 10:33 0.0 11:15 0.1 11 :57 0.6 12:39 0.0 Voli.ine of runoff = 0.03 ac. ft. Depth of runoff = 3.17 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------6 Type SCS Desc. AREA F 5 YR Area 0.3 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 6.20 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1 :00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3: 18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 o.o 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1: 12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1:15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1 :21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1:24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1:27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1:30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1:33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1:36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 0.0 3:57 0.0 6: 12 0.0 8:27 o.o 1:45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1:48 o.o 4:03 0.0 6:18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1 :54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4:12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.1 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.1 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.1 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.1 2:12 o.o 4:27 0.0 6:42 0.0 8:57 0.1 2: 15 0.0 4:30 0.0 6:45 0.0 9:00 0.1 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0. 1 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.1 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.1 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.1 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.1 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.1 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.1 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.1 2:42 0.0 4:57 0.0 7:12 o.o 9:27 0.1 2:45 0.0 5:00 0.0 7:15 0.0 9:30 0.1 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.1 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.1 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.1 2:57 0.0 5: 12 o.o 7:27 0.0 9:42 0.1 3:00 0.0 5: 15 0.0 7:30 o.o 9:45 0.1 3:03 0.0 5: 18 0.0 7:33 0.0 9:48 0.1 3:06 0.0 5:21 o.o 7:36 0.0 9:51 0.1 Continued on next page Continued from previous page 9:54 0.1 10:45 0.1 11 :36 0.3 12:27 0.2 9:57 0.1 10:48 0.1 11 :39 0.5 12:30 0.2 10:00 0.1 10:51 0.1 11 :42 0.6 12:33 0.2 10:03 0.1 10:54 0.1 11:45 0.7 12:36 0.1 10:06 0.1 10:57 0 .1 11 :48 0.8 12:39 0.1 10:09 0.1 11 :00 0.1 11: 51 1.0 12:42 0.1 10: 12 0.1 11 :03 0. 1 11:54 1.4 12:45 0.1 10:15 0.1 11:06 0.1 11:57 1. 7 12:48 0.1 10: 18 0.1 11:09 0.1 12:00 1.9 12:51 0. 1 10:21 0. 1 11:12 0. 1 12:03 1.9 12:54 0. 1 10:24 0.1 11: 15 0.2 12:06 1. 7 12:57 0.1 10:27 0.1 11:18 0.2 12:09 1.2 13:00 0.1 10:30 0 . 1 11:21 0.2 12:12 0.7 13:03 0 . 1 10:33 0.1 11:24 0.2 12: 15 0.5 13:06 0.0 10:36 0.1 11:27 0.2 12: 18 0.4 13:09 0.0 10:39 0.1 11 :30 0.2 12:21 0.4 13: 12 0. 1 10:42 0.1 11 :33 0.2 12:24 0.3 13:15 0. 1 Volune of runoff = 0.10 ac. ft . Depth of runoff = 4.03 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 04/18/96 Job 96-330 Misc. Note -administrative professional 7 Type scs Desc. AREA G 5 YR Area 2.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4: 15 4:18 4:21 4:24 4:27 4:30 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 Time hr:min 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 Freq. 5.0 yrs CN 94 Len 24 hrs Precip. 6.20 Flow cfs 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11 :03 11:06 11:09 11: 12 11: 15 Continued on next page Flow cfs 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.0 Continued from previous page 11:18 1.0 12: 12 5.2 13:06 0.9 14:00 0.7 11 :21 1. 1 12: 15 3.8 13:09 0.9 14:03 0.7 11:24 1.2 12: 18 3.0 13: 12 0.8 14:06 0.7 11 :27 1.2 12:21 2.5 13: 15 0.8 14:09 0.7 11:30 1.3 12:24 2.1 13: 18 0.8 14: 12 0.4 11:33 1.4 12:27 1.8 13:21 0.8 14: 15 0.3 11:36 2. 1 12:30 1.6 13:24 0.8 14: 18 0 .1 11 :39 3.4 12:33 1.6 13:27 0.7 14:21 0.6 11:42 4.4 12:36 1.5 13:30 0.7 14:24 0.4 11:45 4.9 12:39 1.4 13:33 0.7 14:27 0.2 11:48 5.3 12:42 1.3 13:36 0.7 14:30 0. 1 11 :51 7.1 12:45 1.3 13:39 0.7 14:33 0.6 11:54 10. 1 12:48 1.3 13:42 0.7 14:36 0.4 11:57 12.4 12:51 1.2 13:45 0.7 14:39 0.2 12:00 13.6 12:54 1.1 13:48 0.7 14:42 0.1 12:03 13.9 12:57 1.0 13:51 0 .7 14:45 0.6 12:06 12.0 13:00 1.0 13:54 0.7 12:09 8.2 13:03 1.0 13:57 0.7 Volune of runoff = 0.83 ac. ft. Depth of runoff = 4.54 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96·330 Misc. Note -aaninistrative professional --------------------------------------------------------------------------------8 Type SCS Desc. AREA H 5 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 5.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 6.20 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1 :00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3: 18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1 :21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1:24 0.0 3:39 0.0 5:54 0.0 8:09 o.o 1 :27 0.0 3:42 0.0 5:57 0.0 8:12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1:33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 o.o 1 :39 o.o 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 o.o 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1 :48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1: 51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1:54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 o.o 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2: 12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2:15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9: 18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 o.o 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7:15 0.0 9:30 o.o 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 o.o 7:24 o.o 9:39 0.0 2:57 0.0 5:12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 9:48 0.0 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.0 Continued on next page Continued from previous page 9:54 o.o 10:36 o.o 11: 18 0.1 12:00 0.6 9:57 0.0 10:39 0.0 11:21 0.1 12:03 0.7 10:00 0.0 10:42 0.0 11:24 0.1 12:06 0.6 10:03 0.0 10:45 0.0 11:27 0.1 12:09 0.4 10:06 0.0 10:48 0.0 11 :30 0.1 12: 12 0.2 10:09 0.0 10:51 0.0 11:33 0.1 12: 15 0.2 10: 12 o.o 10:54 0.0 11 :36 0.1 12: 18 0.1 10: 15 0.0 10:57 0.0 11 :39 0.2 12:21 0. 1 10: 18 0.0 11:00 0.0 11:42 0.2 12:24 0.1 10:21 0.0 11 :03 o.o 11:45 0.2 12:27 0.1 10:24 0.0 11:06 0.0 11:48 0.3 12:30 0. 1 10:27 0.0 11:09 0.0 11:51 0.3 12:33 0.1 10:30 0.0 11:12 0.0 11:54 0.5 12:36 o.o 10:33 0.0 11:15 0.1 11:57 0.6 12:39 0.0 Volune of runoff = 0.03 ac. ft. Depth of runoff = 3.17 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 05/06/96 Job 96-330 Misc. Note -administrative professional 15 Type SCS Desc. SCS AREA I DEV 5 YR Area 0.5 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 Freq. 5.0 yrs CN 95 Len 24 hrs Precip. 6.20 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0. 1 0.1 0. 1 o. 1 0. 1 0.1 0. 1 0. 1 0. 1 0.1 0. 1 0. 1 0. 1 0.1 0.1 0. 1 0. 1 0. 1 Time hr:min 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 Continued on next page Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0.1 0.1 0. 1 0.1 0 .1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued f rom previous page 10:57 0.2 11: 51 1. 7 12:45 0 .3 13:39 0.2 11:00 0.2 11:54 2.4 12:48 0.3 13:42 0.2 11:03 0.2 11 :57 3.1 12:51 0.3 13:45 0.2 11 :06 0.2 12:00 3.4 12:54 0.3 13:48 0.2 11:09 0.2 12:03 3.5 12:57 0.3 13:51 0.2 11: 12 0.3 12:06 3.1 13:00 0.2 13:54 0. 1 11: 15 0.3 12:09 2.1 13:03 0.2 13:57 0 .0 11:18 0.3 12: 12 1.3 13:06 0.2 14:00 0. 1 11: 21 0.3 12: 15 1.0 13:09 0.2 14:03 0.1 11:24 0.3 12: 18 0.8 13: 12 0.2 14:06 0.1 11:27 0.3 12:21 0.6 13: 15 0.2 14:09 0.0 11:30 0.3 12:24 0.5 13:18 0.2 14: 12 0.1 11:33 0.3 12:27 0.4 13:21 0.2 14:15 0.1 11:36 0 .5 12:30 0.4 13:24 0.2 14 : 18 0 .1 11 :39 0.8 12:33 0.4 13:27 0.2 14:21 0.0 11:42 1.1 12:36 0.4 13:30 0.2 14:24 0 . 1 11:45 1.2 12:39 0.3 13:33 0.2 11:48 1.3 12:42 0.3 13:36 0.2 Vo l 1.111e of runoff = 0 .20 ac. ft. Depth of runoff = 4.43 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 05/06/96 Job 96·330 Misc. Note · administrative professional 16 Type scs Desc. scs AREA J EX & DEV 5 YR Area 15.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 Flow cfs 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 Time hr:min 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11: 18 11:21 11:24 11:27 11:30 11 :33 11 :36 11:39 11:42 11:45 11:48 11:51 Flow cfs 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1. 1 1.1 1. 1 1 .2 1.3 1.4 1.4 1.5 1.6 1.8 1.9 2.0 2.0 2.2 2.3 2.5 2.6 2.7 2.8 3. 1 3.2 3.4 3.5 3.7 4.0 4.3 4.5 4.9 7.6 12.9 17 .4 20.2 22.6 31.5 Time hr:min 11 :54 11:57 12:00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 Freq. 5.0 yrs CN 77 Len 24 hrs Precip. 6.20 Flow cfs 47.5 61 .5 70.4 75.0 66.8 46.6 29.7 21.6 17.6 14.8 12.3 10.5 9.7 9.2 8.8 8.2 7.8 7.6 7.5 7.2 6.6 6.2 6.0 5.9 5.7 5.4 5. 1 5.0 4.9 4.8 4.6 4.4 4.3 4.3 4.2 3.9 3.8 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 Time hr:min 14:09 14: 12 14:15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15: 12 15: 15 15: 18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 16:06 16:09 16: 12 16: 15 16: 18 16:21 Continued on next page Flow cfs 3.6 3.6 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3. 1 3.1 3.1 3.1 3.1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.6 2.6 Continued from prev i ous page 16:24 2.6 17: 18 2.2 18: 12 1.8 19:06 1.4 16:27 2.6 17:21 2.2 18: 15 1.8 19:09 1.4 16:30 2.6 17:24 2.2 18: 18 1.8 19: 12 1.4 16:33 2.5 17:27 2. 1 18:21 1.8 19: 15 1.3 16:36 2.5 17:30 2. 1 18:24 1. 7 19: 18 0.9 16:39 2.5 17:33 2. 1 18:27 1. 7 19:21 0.6 16:42 2.5 17:36 2. 1 18:30 1. 7 19:24 0.2 16:45 2.4 17:39 2. 1 18:33 1. 7 19:27 1.2 16:48 2.4 17:42 2.0 18:36 1.6 19:30 0.9 16:51 2.4 17:45 2.0 18:39 1.6 19:33 0.5 16:54 2.4 17:48 2.0 18:42 1.6 19:36 0.2 16:57 2.4 17:51 2.0 18:45 1.6 19:39 1.2 17:00 2.3 17:54 1.9 18:48 1.6 19:42 0.9 17:03 2.3 17:57 1.9 18: 51 1.5 19:45 0.5 17:06 2.3 18:00 1.9 18:54 1. 5 19:48 0.1 17:09 2.3 18:03 1.9 18:57 1. 5 19:51 1.2 17: 12 2.3 18:06 1.9 19:00 1.5 17: 15 2.2 18:09 1.8 19:03 1.5 Voll.Ille of runoff = 4.64 ac. ft. Depth of runoff = 3.54 in. 10 YEAR -------------------------------------------------------------------------------- File Name -emerald park plaza Date 04/18/96 Proj . Leader keating Client swoboda Job 96 -330 Misc. Note -acininistrat i ve professional -------------------------------------------------------------------------------- 1 Type SCS Desc. AREA A 10 YR Area 0.7 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 7.40 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 2:00 0.0 4: 15 0.0 6:30 0.1 8:45 0 .1 2:03 0.0 4:18 0.0 6:33 0. 1 8:48 0.1 2:06 o.o 4:21 0.0 6:36 0.1 8:51 0.1 2:09 0.0 4:24 0.0 6:39 0.1 8:54 0.1 2 : 12 0.0 4:27 0.0 6:42 0. 1 8:57 0.1 2: 15 0 .0 4:30 0.0 6:45 0.1 9:00 0.1 2: 18 0.0 4:33 0.0 6:48 0 .1 9:03 0.1 2:21 0.0 4:36 0.0 6:51 0.1 9:06 0.1 2:24 0.0 4:39 0.0 6:54 0.1 9:09 0.1 2:27 0.0 4:42 0 .0 6:57 0.1 9:12 0.1 2:30 0.0 4:45 0.0 7:00 0.1 9: 15 0.1 2:33 0.0 4:48 0.0 7:03 0.1 9: 18 0. 1 2:36 0.0 4:51 0.0 7:06 0.1 9:21 0. 1 2:39 o.o 4:54 0.0 7:09 0. 1 9:24 0 .1 2:42 0 .0 4:57 0.0 7:12 0.1 9:27 0.1 2:45 0.0 5:00 0.0 7: 15 0.1 9:30 0.1 2:48 0.0 5:03 o.o 7: 18 0.1 9:33 0.1 2:51 0.0 5:06 0.0 7:21 0.1 9:36 0.2 2:54 0.0 5:09 0.1 7:24 0.1 9:39 0.2 2:57 0.0 5: 12 0.1 7:27 0.1 9:42 0.2 3:00 0.0 5: 15 0.1 7:30 0.1 9:45 0.2 3:03 0.0 5: 18 0.1 7:33 0 .1 9:48 0.2 3:06 0.0 5:21 0.1 7:36 0.1 9:51 0.2 3:09 0.0 5:24 0.1 7:39 0.1 9:54 0.2 3: 12 0.0 5:27 0.1 7:42 0.1 9:57 0.2 3: 15 o.o 5:30 0.1 7:45 0.1 10:00 0.2 3:18 0.0 5:33 0.1 7:48 0.1 10:03 0.2 3:21 0.0 5:36 0.1 7:51 0.1 10:06 0 .2 3:24 0.0 5:39 0.1 7:54 0.1 10:09 0.2 3:27 0.0 5:42 0.1 7:57 0.1 10:12 0.2 3:30 0.0 5:45 0. 1 8:00 0.1 10: 15 0.2 3:33 0.0 5:48 0.1 8:03 0.1 10: 18 0.2 3:36 0.0 5:51 0.1 8:06 0 .1 10:21 0.2 3:39 0.0 5:54 0.1 8:09 0.1 10:24 0.2 I 3:42 0.0 5:57 0.1 8: 12 0.1 10:27 0.2 3:45 0.0 6:00 0.1 8: 15 0.1 10:30 0.2 3:48 0.0 6:03 0.1 8:18 0.1 10:33 0.2 3:51 0.0 6:06 0.1 8:21 0.1 10:36 0.2 3:54 0.0 6:09 0.1 8:24 0.1 10:39 0.3 3:57 0 .0 6: 12 0.1 8:27 0.1 10:42 0.3 4:00 0 .0 6: 15 0.1 8:30 0 .1 10:45 0.3 4:03 0.0 6:18 0.1 8:33 0.1 10:48 0.3 4:06 0.0 6 :21 0.1 8:36 0.1 10:51 0.3 4:09 0 .0 6:24 o. 1 8:39 0. 1 10:54 0.3 4: 12 0 .0 6:27 0. 1 8:42 0 .1 10:57 0 .3 ,.------------------ Continued on next page ~ _.> -, -'__JO '. -/ __../ ~---- Continued from previous page 11:00 0.3 11:54 3.7 12:48 0.5 13:42 0.3 11:03 0.4 11 :57 4.7 12:51 0.5 13:45 0.3 11:06 0.4 12:00 5.3 12:54 0.5 13:48 0.3 11:09 0.4 12:03 5.6 12:57 0.4 13:51 0.3 11: 12 0.4 12:06 5.2 13:00 0.4 13:54 0.3 11: 15 0.4 12:09 3.8 13:03 0.4 13:57 0.2 11: 18 0.4 12:12 2.4 13:06 0.4 14:00 0. 1 11 :21 0.4 12:15 1.6 13:09 0.4 14:03 0.0 11:24 0.5 12: 18 1.3 13: 12 0.3 14:06 0.2 11:27 0.5 12:21 1.1 13: 15 0.3 14:09 0.2 11:30 0.5 12:24 0.9 13: 18 0.3 14: 12 0. 1 11:33 0.5 12:27 0.7 13:21 0.3 14: 15 0.0 11:36 0.7 12:30 0.7 13:24 0.3 14: 18 0.2 11:39 1.2 12:33 0.6 13:27 0.3 14:21 0.2 11:42 1. 7 12:36 0.6 13:30 0.3 14:24 0.1 11:45 1.9 12:39 0.6 13:33 0.3 14:27 0.0 11:48 2. 1 12:42 0.5 13:36 0.3 11: 51 2.5 12:45 0.5 13:39 0.3 Volune of rl.WlOff = 0.33 ac. ft. Depth of runoff = 5.42 in. • File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 2 Type SCS Desc. AREA B 10 YR Area 0.2 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 77 Len 24 hrs Precip. 7.40 Storm Dist Type II Time hr:min 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10: 18 10:21 10:24 10:27 Vollllle of runoff = Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.05 ac. ft. Time hr:min 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11: 12 11: 15 11:18 11: 21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12: 12 12:15 12: 18 12:21 12:24 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.5 0.7 0.9 1.0 1.1 1.0 0.7 0.4 0.3 0.3 0.2 0.2 Time hr:min 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14:15 14: 18 14:21 Flow cfs 0.1 0. 1 0. 1 0. 1 0. 1 0.1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 Depth of runoff = 3.70 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aclninistrative professional --------------------------------------------------------------------------------3 Type SCS Desc. AREA 3 10 YR Area 0.3 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 98 Storm Dist Type 11 Len 24 hrs Precip. 7.40 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cf s hr:min cfs --------------------------------------------------------------------------------0:48 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 0:51 0.0 3:06 0.0 5:21 0.0 7:36 0.0 0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1 :00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3:18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 o.o 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1:21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.1 1 :27 0.0 3:42 0.0 5:57 0.0 8:12 0.1 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.1 1 :33 0.0 3:48 0.0 6:03 0.0 8:18 0.1 1:36 0.0 3:51 o.o 6:06 0.0 8:21 0.1 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.1 1 :42 0.0 3:57 0.0 6: 12 0.0 8:27 0. 1 1:45 0.0 4:00 0.0 6: 15 0.0 8:30 0.1 1:48 0.0 4:03 0.0 6: 18 0.0 8:33 0.1 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.1 1:54 0.0 4:09 0.0 6:24 0.0 8:39 0.1 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.1 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.1 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.1 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.1 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.1 2:12 0.0 4:27 0.0 6:42 0.0 8:57 0.1 2: 15 0.0 4:30 0.0 6:45 0.0 9:00 0.1 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.1 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.1 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0. 1 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.1 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.1 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.1 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.1 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.1 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.1 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.1 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.1 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.1 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.1 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0. 1 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.1 Continued on next page Continued from previous page 9:48 0.1 10:42 0.1 11:36 0.3 12:30 0.2 9:51 0. 1 10:45 0. 1 11:39 0.6 12:33 0.2 9:54 0.1 10:48 0. 1 11:42 0.8 12:36 0.2 9:57 0. 1 10:51 0.1 11:45 0.9 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.0 12:42 0.2 10:03 0.1 10:57 0.2 11: 51 1.2 12:45 0.2 10:06 0. 1 11:00 0.2 11:54 1. 7 12:48 0.2 10:09 0.1 11:03 0.2 11:57 2.2 12:51 0.2 10: 12 0.1 11:06 0.2 12:00 2.4 12:54 0.2 10: 15 0.1 11:09 0.2 12:03 2.6 12:57 0. 1 10: 18 0.1 11:12 0.2 12:06 2.3 13:00 0. 1 10:21 0.1 11: 15 0.2 12:09 1. 7 13:03 0.0 10:24 0.1 11:18 0.2 12: 12 1. 1 13:06 0. 1 10:27 0.1 11 :21 0.2 12: 15 0.7 13:09 0. 1 10:30 0.1 11 :24 0.2 12: 18 0.6 13: 12 0. 1 10:33 0.1 11:27 0.2 12:21 0.5 13: 15 0.0 10:36 0.1 11:30 0.2 12:24 0.4 10:39 0.1 11:33 0.3 12:27 0.3 Voll.Ille of runoff = 0.13 ac. ft. Depth of runoff = 4.87 in. I File Name -emerald park plaza Date 04/18/96 Proj. Leader keat i ng Client swoboda Job 96 -330 Mi sc. Note -acininistrative professional 4 Type SCS Desc. AREA D 10 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 77 Len 24 hrs Precip. 7.40 Storm Di st Type II Time hr:m i n 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cfs 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0 .0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 Time hr:min 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 Vo l l.Ille of runoff = Flow cfs 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02 ac. ft. Time hr:min 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11: 21 Flow cfs o.o 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0 .0 0.0 0.0 o.o 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 11: 24 11:27 11:30 11:33 11:36 11:39 11 :42 11 :45 11 :48 11: 51 11 :54 11 :57 12:00 12:03 12:06 12:09 12: 12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12 :48 12 :51 12 :54 12 :57 Flow cfs 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.5 0.5 0 .5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.0 0.0 Depth of runoff = 2 .81 in . - File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -administrative professional 5 Type SCS Desc. AREA E 1D YR Area 0.1 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:48 0:51 0:54 0:57 1 :00 1 :03 1 :06 1 :09 1:12 1: 15 1:18 1 :21 1 :24 1 :27 1 :30 1 :33 1 :36 1:39 1 :42 1:45 1 :48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2: 15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 Flow cfs 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5: 15 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7: 18 7:21 7:24 7:27 7:30 Freq. 10.0 yrs CN 98 Len 24 hrs Precip. 7.40 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 Continued on next page Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Continued from previous page 9:48 0.0 10:36 0.0 11:24 0.1 12: 12 0.3 9:51 0.0 10:39 0 .0 11:27 0. 1 12: 15 0.2 9:54 0.0 10:42 0.0 11:30 0. 1 12: 18 0.2 9:57 0.0 10:45 0.0 11 :33 0. 1 12:21 0. 1 10:00 0.0 10:48 0.0 11:36 0.1 12:24 0. 1 10:03 0.0 10:51 0.0 11:39 0.2 12:27 0. 1 10:06 0.0 10:54 0.0 11 :42 0.2 12:30 0. 1 10:09 0.0 10:57 0. 1 11:45 0 .3 12:33 0.1 10: 12 0.0 11:00 0. 1 11 :48 0.3 12:36 0.1 10: 15 0.0 11:03 0.1 11: 51 0.4 12:39 0.1 10: 18 0.0 11 :06 0.1 11:54 0.5 12:42 0. 1 10:21 0.0 11:09 0.1 11:57 0.7 12:45 0.1 10:24 0.0 11:12 0.1 12:00 0.8 12:48 0 . 1 10:27 0.0 11: 15 0.1 12:03 0.8 12 :51 0.0 10:30 0.0 11:18 0.1 12:06 0.7 12:54 0.0 10:33 0 .0 11: 21 0.1 12:09 0.5 12:57 0.0 Vol1.111e of runoff = 0.04 ac. ft. Depth of runoff = 4.21 in . File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 6 Type SCS Desc. AREA F 10 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:48 0:51 0:54 0:57 1 :00 1 :03 1:06 1:09 1:12 1: 15 1: 18 1:21 1 :24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1: 51 1 :54 1 :57 2:00 2:03 2:06 2:09 2: 12 2:15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 Flow cfs o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 Flow cfs 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7:18 7:21 7:24 7:27 7:30 Freq. 10.0 yrs CN 98 Len 24 hrs Precip. 7.40 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 Continued on next page Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 Continued from previous page 9:48 0.1 10:42 0.1 11 :36 0.3 12:30 0.2 9:51 0. 1 10:45 0.1 11 :39 0.5 12:33 0.2 9:54 0.1 10:48 0.1 11 :42 0.7 12:36 0.2 9:57 0.1 10:51 0.1 11 :45 0.8 12:39 0.2 10:00 0.1 10:54 0.1 11 :48 0.9 12:42 0.2 10:03 0.1 10:57 0.2 11: 51 1.1 12:45 0.2 10:06 0.1 11:00 0.2 11 :54 1.6 12:48 0.1 10:09 0.1 11:03 0.2 11 :57 2.0 12:51 0. 1 10: 12 0.1 11 :06 0.2 12:00 2.2 12:54 0. 1 10: 15 0.1 11:09 0.2 12:03 2.3 12:57 0.1 10: 18 0.1 11:12 0.2 12:06 2. 1 13:00 0.1 10:21 0.1 11:15 0.2 12:09 1.5 13:03 0.0 10:24 0.1 11: 18 0.2 12: 12 1.0 13:06 0.1 10:27 0.1 11: 21 0.2 12: 15 0.7 13:09 0.1 10:30 0.1 11:24 0.2 12: 18 0.5 13: 12 0.1 10:33 0.1 11:27 0.2 12:21 0.4 13: 15 0.0 10:36 0.1 11:30 0.2 12:24 0.4 10:39 0.1 11:33 0.2 12:27 0.3 Volune of runoff = 0.12 ac. ft. Depth of runoff = 4.88 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional --------------------------------------------------------------------------------7 Type SCS Desc. AREA G 10 YR Area 2.2 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 94 Storm Dist Type 11 Len 24 hrs Precip. 7.40 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cf s hr:min cfs hr:min cfs --------------------------------------------------------------------------------2:00 o.o 4: 15 0.1 6:30 0.2 8:45 0.4 2:03 0.0 4: 18 0.1 6:33 0.2 8:48 0.4 2:06 0.0 4:21 0.1 6:36 0.2 8:51 0.4 2:09 0.0 4:24 0.1 6:39 0.2 8:54 0.4 2: 12 0.0 4:27 0.1 6:42 0.2 8:57 0.4 2: 15 0.0 4:30 0.1 6:45 0.2 9:00 0.4 2: 18 0.0 4:33 0.1 6:48 0.2 9:03 0.4 2:21 0.0 4:36 0.1 6:51 0.2 9:06 0.4 2:24 0.0 4:39 0.1 6:54 0.2 9:09 0.4 2:27 0.0 4:42 0.1 6:57 0.2 9: 12 0.4 2:30 0.0 4:45 0.1 7:00 0.2 9: 15 0.4 2:33 0.0 4:48 0.1 7:03 0.2 9:18 0.4 2:36 0.0 4:51 0.1 7:06 0.2 9:21 0.4 2:39 0.0 4:54 0.1 7:09 0.2 9:24 0.4 2:42 0.0 4:57 0.1 7: 12 0.2 9:27 0.4 2:45 o.o 5:00 0.1 7:15 0.2 9:30 0.4 2:48 0.0 5:03 0.1 7: 18 0.2 9:33 0.4 2:51 0.1 5:06 0.1 7:21 0.2 9:36 0.5 2:54 0.1 5:09 0.2 7:24 0.2 9:39 0.5 2:57 0.1 5: 12 0.2 7:27 0.2 9:42 0.5 3:00 0.1 5: 15 0.2 7:30 0.2 9:45 0.5 3:03 0.1 5: 18 0.2 7:33 0.2 9:48 0.5 3:06 0.1 5:21 0.2 7:36 0.2 9:51 0.5 3:09 0.1 5:24 0.2 7:39 0.3 9:54 0.5 3:12 0.1 5:27 0.2 7:42 0.3 9:57 0.5 3: 15 0.1 5:30 0.2 7:45 0.3 10:00 0.5 3:18 0.1 5:33 0.2 7:48 0.3 10:03 0.5 3:21 0.1 5:36 0.2 7:51 0.3 10:06 0.5 3:24 0.1 5:39 0.2 7:54 0.3 10:09 0.5 3:27 0.1 5:42 0.2 7:57 0.3 10:12 0.6 3:30 0.1 5:45 0.2 8:00 0.3 10:15 0.6 3:33 0.1 5:48 0.2 8:03 0.3 10: 18 0.6 3:36 0.1 5:51 0.2 8:06 0.3 10:21 0.6 3:39 0.1 5:54 0.2 8:09 0.3 10:24 0.6 3:42 0.1 5:57 0.2 8: 12 0.3 10:27 0.7 3:45 0.1 6:00 0.2 8: 15 0.3 10:30 0.7 3:48 0.1 6:03 0.2 8: 18 0.3 10:33 0.7 3:51 0.1 6:06 0.2 8:21 0.3 10:36 0.7 3:54 0.1 6:09 0.2 8:24 0.3 10:39 0.8 3:57 0.1 6: 12 0.2 8:27 0.4 10:42 0.8 4:00 0.1 6: 15 0.2 8:30 0.4 10:45 0.9 4:03 0.1 6:18 0.2 8:33 0.4 10:48 0.9 4:06 0.1 6:21 0.2 8:36 0.4 10:51 0.9 4:09 0.1 6:24 0.2 8:39 0.4 10:54 1.0 4:12 0.1 6:27 0.2 8:42 0.4 10:57 1.0 Continued on next page Continued from previous page 11:00 1 .0 11:54 11.0 12:48 1.5 13:42 0.9 11:03 1.1 11 :57 14.3 12:51 1.5 13:45 0.9 11:06 1.1 12:00 16.0 12:54 1.4 13:48 0.9 11:09 1.2 12:03 16.8 12:57 1.3 13:51 0.8 11: 12 1.2 12:06 15.6 13:00 1.2 13:54 0.8 11: 15 1.2 12:09 11.3 13:03 1.2 13:57 0.5 11: 18 1.3 12: 12 7.2 13:06 1.2 14:00 0.3 11: 21 1.3 12: 15 4.9 13:09 1.1 14:03 0., 11:24 1.4 12: 18 3.9 13: 12 1.0 14:06 0.7 11:27 1.5 12:21 3.2 13:15 1.0 14:09 0.5 11:30 1.5 12:24 2.7 13: 18 1.0 14: 12 0.3 11 :33 1.6 12:27 2.2 13:21 1.0 14:15 0.1 11:36 2.1 12:30 2.0 13:24 0.9 14: 18 0.7 11:39 3.6 12:33 1.9 13:27 0.9 14:21 0.5 11:42 5.0 12:36 1.8 13:30 0.9 14:24 0.3 11:45 5.8 12:39 1. 7 13:33 0.9 14:27 0.1 11 :48 6.2 12:42 1.6 13:36 0.9 11:51 7.6 12:45 1.5 13:39 0.9 Vol1111e of runoff = 0.99 ac. ft. Depth of runoff = 5.44 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------8 Type SCS Desc. AREA H 10 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 7.40 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:48 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 0:51 0.0 3:06 0.0 5:21 0.0 7:36 0.0 0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1 :00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1:03 0.0 3:18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 o.o 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 o.o 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 o.o 5:48 0.0 8:03 0.0 1 :21 0.0 3:36 o.o 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1 :27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1:30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1:39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1:42 0.0 3:57 0.0 6: 12 0.0 8:27 0.0 1:45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1 :48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1:54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4:15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 o.o 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 o.o 2:12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2: 15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.0 3:00 0.0 5:15 0.0 7:30 0.0 9:45 0.0 Continued on next page Continued from previous page 9:48 0.0 10:36 0.0 11 :24 0.1 12:12 0.3 9:51 0.0 10:39 0.0 11:27 0.1 12: 15 0.2 9:54 0.0 10:42 0.0 11:30 0.1 12: 18 0.2 9:57 o.o 10:45 0.0 11:33 0.1 12:21 0.1 10:00 0.0 10:48 0.0 11 :36 0.1 12:24 0.1 10:03 0.0 10:51 0.0 11:39 0.2 12:27 0.1 10:06 0.0 10:54 0.0 11:42 0.2 12:30 0.1 10:09 0.0 10:57 0.1 11:45 0.3 12:33 0.1 10: 12 0.0 11:00 0.1 11:48 0.3 12:36 0.1 10: 15 0.0 11 :03 0.1 11 :51 0 .4 12:39 0.1 10: 18 0.0 11:06 0.1 11:54 0.5 12:42 0.1 10:21 0.0 11:09 0.1 11:57 0.7 12:45 0.1 10:24 0.0 11:12 0.1 12:00 0.8 12:48 0 .1 10:27 0.0 11:15 0.1 12:03 0.8 12 :51 0.0 10:30 0.0 11: 18 0.1 12:06 0.7 12:54 0.0 10:33 0.0 11:21 0. 1 12:09 0 .5 12:57 0.0 Vo l une of runoff = 0.04 ac. ft. Depth of runoff = 4.21 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 05/06/96 Job 96-330 Misc. Note -ac:lninistrative professional 15 Type scs Desc. scs AREA I DEV 10 YR Area 0.5 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :39 1:42 1:45 1 :48 1: 51 1 :54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 Freq. 10.0 yrs CN 95 Len 24 hrs Precip. 7.40 Flow cfs 0.1 0.1 0.1 0.1 0. 1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 Time hr:min 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 Continued on next page Flow cfs 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 10:39 0.2 11:33 0.4 12:27 0.5 13:21 0.2 10:42 0.2 11 :36 0.6 12:30 0.5 13:24 0.2 10:45 0.2 11 :39 1.0 12:33 0.5 13:27 0.2 10:48 0.2 11:42 1.3 12:36 0.4 13:30 0.2 10:51 0.2 11:45 1.5 12:39 0 .4 13:33 0.2 10:54 0.2 11:48 1.6 12:42 0.4 13:36 0.2 10:57 0.3 11: 51 2.0 12:45 0.4 13:39 0.2 11:00 0.3 11:54 2.9 12:48 0.4 13:42 0.1 11:03 0.3 11:57 3.6 12:51 0.4 13:45 0.1 11:06 0.3 12:00 4.0 12:54 0.3 13:48 0.0 11:09 0.3 12:03 4.2 12:57 0.3 13:51 0.2 11: 12 0.3 12:06 3.8 13:00 0.3 13:54 0.1 11: 15 0.3 12:09 2.7 13:03 0.3 13:57 0.1 11:18 0.3 12:12 1. 7 13:06 0.3 14:00 0.0 11:21 0.3 12:15 1.2 13:09 0.3 14:03 0.2 11:24 0.4 12: 18 0.9 13: 12 0.2 14:06 0.1 11:27 0.4 12:21 0.8 13: 15 0.2 11:30 0.4 12:24 0.6 13: 18 0.2 Vollllle of runoff = 0.24 ac. ft. Depth of runoff = 5.33 in. File Name -emerald park plaza Date 05/06/96 Proj. Leader keating Client swoboda Job 96 -330 Misc. Note -administrative professional 16 Type SCS Desc. SCS AREA J EX & DEV 10 YR Area 15.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 Flow cfs 0.0 0.1 0.1 0.1 0.1 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 Time hr:min 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 Flow cfs 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1 .5 1.5 1.6 1.7 1.7 1.7 1.8 2.0 2.1 2.2 2.2 2.4 2.6 2.8 2.9 3.0 3.1 3.4 3.6 3.8 3.9 Time hr:min 11 :06 11:09 11: 12 11: 15 11: 18 11: 21 11:24 11:27 11:30 11:33 11 :36 11 :39 11 :42 11 :45 11:48 11: 51 11:54 11 :57 12:00 12:03 12:06 12:09 12: 12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 Freq. 10.0 yrs CN 77 Len 24 hrs Precip. 7.40 Flow cfs 4.1 4.4 4.6 4.8 4.9 5.2 5.7 6.1 6.3 6.8 10.2 17.2 23.4 27.1 30.1 40.5 60.9 79.0 90.1 96.0 86.5 61.0 38.8 27.7 22.4 18.9 15.6 13.3 12.2 11.6 11. 1 10.3 9.8 9.5 9.4 9.0 8.3 7.8 7.5 7.4 7.2 6.7 6.4 6.3 6.2 Time hr:min 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15: 18 15:21 15:24 15:27 15:30 15:33 Continued on next page Flow cfs 6.0 5.7 5.5 5.4 5.4 5.2 4.9 4.8 4.8 4.8 4.7 4.7 4.7 4.7 4.6 4.6 4.6 4.5 4.5 4.5 4.5 4.4 4.4 4.4 4.3 4.3 4.3 4.3 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.0 4.0 4.0 3.9 3.9 3.9 3.9 3.8 3.8 3.8 Continued from previous page 15:36 3.7 16:30 3.2 17:24 2.7 18: 18 2.2 15:39 3.7 16:33 3.2 17:27 2.7 18:21 2.2 15:42 3.7 16:36 3.2 17:30 2.6 18:24 2. 1 15:45 3.7 16:39 3.1 17:33 2.6 18:27 0.3 15:48 3 .6 16:42 3.1 17:36 2.6 18:30 1.9 15:51 3.6 16:45 3.1 17:39 2.6 18:33 1.4 15:54 3.6 16:48 3.0 17:42 2.5 18:36 0.8 15:57 3.5 16:51 3.0 17:45 2.5 18:39 0.3 16:00 3.5 16:54 3.0 17:48 2.5 18:42 1.9 16:03 3.5 16:57 3.0 17:51 2.4 18:45 1.3 16:06 3.5 17:00 2.9 17:54 2.4 18:48 0.8 16:09 3.4 17:03 2.9 17:57 2.4 18: 51 0.3 16:12 3.4 17:06 2.9 18:00 2.4 18:54 1.8 16:15 3.4 17:09 2.8 18:03 2.3 18:57 1.3 16: 18 3.3 17: 12 2.8 18:06 2.3 19:00 0.7 16:21 3.3 17: 15 2.8 18:09 2.3 19:03 0.2 16:24 3.3 17: 18 2.8 18: 12 2.2 16:27 3 .3 17:21 2.7 18: 15 2.2 Voll.Ille of runoff = 5.92 ac. ft. Depth of runoff = 4.52 in. 25 YEAR --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------1 Type SCS Desc. AREA A 25 YR Area 0.7 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :42 0.0 3:57 0.0 6: 12 0.1 8:27 0.1 1 :45 0.0 4:00 0.1 6: 15 0.1 8:30 0.2 1 :48 o.o 4:03 0.1 6:18 0.1 8:33 0.2 1:51 0.0 4:06 0.1 6:21 0.1 8:36 0.2 1:54 0.0 4:09 0.1 6:24 0.1 8:39 0.2 1 :57 0.0 4: 12 0.1 6:27 0.1 8:42 0.2 2:00 o.o 4: 15 0.1 6:30 0.1 8:45 0.2 2:03 0.0 4:18 0. 1 6:33 0.1 8:48 0.2 2:06 0.0 4:21 0. 1 6:36 0. 1 8:51 0.2 2:09 0.0 4:24 0. 1 6:39 0.1 8:54 0.2 2: 12 0.0 4:27 0.1 6:42 0.1 8:57 0.2 2: 15 0.0 4:30 0.1 6:45 0.1 9:00 0.2 2:18 0.0 4:33 0.1 6:48 0.1 9:03 0.2 2:21 0.0 4:36 0.1 6:51 0.1 9:06 0.2 2:24 0.0 4:39 0.1 6:54 0.1 9:09 0.2 2:27 0.0 4:42 0.1 6:57 0.1 9: 12 0.2 2:30 0.0 4:45 0.1 7:00 0.1 9: 15 0.2 2:33 0.0 4:48 0.1 7:03 0.1 9:18 0.2 2:36 0.0 4:51 0.1 7:06 0.1 9:21 0.2 2:39 0.0 4:54 0.1 7:09 0.1 9:24 0.2 2:42 o.o 4:57 0.1 7: 12 0.1 9:27 0.2 2:45 o.o 5:00 0.1 7:15 0.1 9:30 0.2 2:48 o.o 5:03 0.1 7:18 0.1 9:33 0.2 2:51 0.0 5:06 0.1 7:21 0.1 9:36 0.2 2:54 0.0 5:09 0.1 7:24 0.1 9:39 0.2 2:57 0.0 5: 12 0.1 7:27 0.1 9:42 0.2 3:00 0.0 5: 15 0.1 7:30 0.1 9:45 0.2 3:03 0.0 5: 18 0.1 7:33 0.1 9:48 0.2 3:06 0.0 5:21 0.1 7:36 0.1 9:51 0.2 3:09 0.0 5:24 0.1 7:39 0.1 9:54 0.2 3: 12 0.0 5:27 0.1 7:42 0.1 9:57 0.2 3: 15 0.0 5:30 0.1 7:45 0.1 10:00 0.2 3:18 0.0 5:33 0.1 7:48 0.1 10:03 0.2 3:21 0.0 5:36 0.1 7:51 0.1 10:06 0.2 3:24 0.0 5:39 0.1 7:54 0.1 10:09 0.2 3:27 0.0 5:42 0.1 7:57 0.1 10: 12 0.2 3:30 0.0 5:45 0.1 8:00 0.1 10: 15 0.2 3:33 0.0 5:48 0.1 8:03 0.1 10: 18 0.2 3:36 0.0 5:51 0.1 8:06 0.1 10:21 0.2 3:39 0.0 5:54 0.1 8:09 0.1 10:24 0.3 3:42 0.0 5:57 0.1 8: 12 0.1 10:27 0.3 3:45 0.0 6:00 0.1 8: 15 0.1 10:30 0.3 3:48 0.0 6:03 0.1 8:18 0. 1 10:33 0.3 3:51 0.0 6:06 0.1 8:21 0.1 10:36 0.3 3:54 0.0 6:09 0.1 8:24 0.1 10:39 0.3 Continued on next page Continued from previous page 10:42 0.3 11 :36 1.0 12:30 0.8 13:24 0.3 10:45 0.3 11 :39 1.6 12:33 0.7 13:27 0.3 10:48 0.4 11:42 2.1 12:36 0.7 13:30 0.3 10:51 0.4 11:45 2.4 12:39 0.7 13:33 0.3 10:54 0.4 11:48 2.5 12:42 0.6 13:36 0.3 10.:57 0.4 11: 51 3.3 12:45 0.6 13:39 0.3 11:00 0.4 11:54 4.7 12:48 0.6 13:42 0. 1 11:03 0.4 11 :57 5.9 12:51 0.6 13:45 0.0 11:06 0.4 12:00 6.5 12:54 0.5 13:48 0.3 11:09 0.5 12:03 6.7 12:57 0.5 13:51 0.2 11:12 0.5 12:06 5.9 13:00 0 .5 13:54 0.1 11: 15 0.5 12:09 4. 1 13:03 0.5 13:57 0.0 11:18 0 .5 12:12 2.6 13:06 0.5 14:00 0.3 11: 21 0.5 12: 15 1.8 13:09 0.4 14:03 0 .2 11:24 0.6 12: 18 1.5 13: 12 0.4 14:06 0.1 11:27 0.6 12:21 1.2 13: 15 0.3 14:09 0.0 11:30 0.6 12:24 1.0 13: 18 0.3 11:33 0.7 12:27 0.9 13:21 0.3 Volune of runoff = 0.39 ac. ft. Depth of runoff = 6.49 in. File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 2 Type SCS Oesc . AREA B 25 YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6: 12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cfs 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 Flow cfs 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11 :03 11:06 11 :09 11:12 11: 15 11:18 11:21 11:24 11:27 11:30 11:33 11 :36 11 :39 11:42 11:45 11 :48 11:51 11:54 11 :57 12:00 12:03 12:06 12:09 12: 12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 25.0 yrs CN 77 Len 24 hrs Precip. 8.80 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.6 0.9 1.1 1.3 1.4 1.2 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cfs 0.1 0.1 0.1 0. 1 0. 1 0.1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0. 1 0.1 Continued from previous page 14:57 0.1 15: 12 0.1 15:27 0.1 15:42 0.1 15:00 0.1 15:15 0.1 15:30 0.1 15:45 0.1 15:03 0.1 15: 18 0.1 15:33 0.1 15:48 0.1 15:06 0.1 15:21 0.1 15:36 0.1 15:51 0.1 15:09 0.1 15:24 0.1 15:39 0. 1 15:54 0.0 Volune of runoff = 0.08 ac. ft. Depth of runoff = 5.41 in. File Name -emerald park plaza Date D4/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 3 Type SCS Desc. AREA 3 25 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1 :06 1 :09 1:12 1: 15 1:18 1 :21 1 :24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1: 51 1:54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 Freq. 25.0 yrs CN 98 Len 24 hrs Precip. 8.80 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 Continued on next page Flow cfs 0. 1 0. 1 0. 1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0., 0., 0., 0.1 0., 0.1 0.1 0.1 0.1 0.1 0.1 0., 0.1 0.1 0.1 0.1 0., 0.1 0.1 0.1 0.1 0.1 0.1 o., 0.1 0.1 0.1 0.1 0.1 0.1 0., 0., Continued from previous page 9:42 0.1 10:36 0.1 11:30 0.3 12:24 0.4 9:45 0.1 10:39 0.2 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.2 11 :36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11 :39 0.8 12:33 0.2 9:54 0.1 10:48 0.2 11 :42 1.0 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1. 1 12:39 0.2 10:00 0.1 10:54 0.2 11 :48 1.2 12:42 0.2 10:03 0.1 10:57 0.2 11: 51 1.5 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.2 12:48 0.2 10:09 0 .1 11:03 0.2 11 :57 2.7 12:51 0.2 10: 12 0.1 11:06 0.2 12:00 3.0 12:54 0.1 10: 15 o. 1 11:09 0.2 12:03 3.0 12:57 0.0 10: 18 0.1 11:12 0.2 12:06 2.6 13:00 0.1 10:21 0.1 11: 15 0.2 12:09 1.8 13:03 0.1 10:24 0.1 11: 18 0.2 12: 12 1.1 13:06 0.1 10:27 0.1 11: 21 0.3 12: 15 0.8 13:09 0.0 10:30 0.1 11 :24 0.3 12: 18 0.7 10:33 0 .1 11:27 0.3 12:21 0.5 Voll.Jlle of runoff = 0.17 ac. ft. Depth of runoff = 6.13 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 04/18/96 Job 96-330 Misc. Note -adninistrative professional 4 Type SCS Desc. AREA D 25 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 77 Len 24 hrs Precip. 8.80 Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 Flow cfs 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 VolUlle of runoff = Flow cfs 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.03 ac. ft. Time hr:min 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11 :03 11:06 11:09 11:12 11:15 11:18 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11: 51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 Flow cfs o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.6 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 o. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Depth of runoff = 3.80 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional ~-------------------------------------------------------------------------------5 Type SCS Desc. AREA E 25 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ~-------------------------------------------------------------------------------0:42 0.0 2:57 0.0 5: 12 0.0 7:27 0.0 0:45 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 0:48 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 0:51 0.0 3:06 0.0 5:21 0.0 7:36 0.0 0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1 :00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 o.o 3:18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1 :21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1:24 0.0 3:39 0.0 5:54 o.o 8:09 0.0 1 :27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1:30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 o.o 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 0.0 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1:48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1:54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1:57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4:15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2: 12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2:15 0.0 4:30 0.0 6:45 o.o 9:00 0.0 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7:12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 o.o 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 Continued on next page Continued from previous page 9:42 0.0 10:30 0.0 11:18 0.1 12 :06 0 .8 9:45 o.o 10:33 0.0 11:21 0.1 12:09 0.6 9 :48 0.0 10:36 0.0 11:24 0.1 12: 12 0.3 9:51 0.0 10:39 0.0 11:27 0.1 12:15 0.3 9:54 0.0 10:42 0.1 11:30 o. 1 12: 18 0.2 9:57 0.0 10:45 0.1 11:33 0.1 12:21 0.2 10:00 0.0 10:48 0.1 11 :36 0.1 12:24 0.1 10:03 0.0 10:51 0.1 11:39 0.2 12 :27 0.1 10:06 0.0 10:54 0.1 11 :42 0.3 12:30 0.1 10:09 0.0 10:57 0.1 11:45 0.3 12:33 0 .1 10: 12 0.0 11:00 0.1 11 :48 0.4 12:36 0. 1 10: 15 0.0 11:03 0. 1 11: 51 0.5 12:39 0. 1 10: 18 0.0 11:06 0.1 11:54 0.7 12:42 0.1 10:21 0.0 11:09 0.1 11:57 0 .8 12 :45 0 .1 10:24 0 .0 11 : 12 0.1 12:00 0.9 12:48 0. 1 10:27 0.0 11 : 15 0 . 1 12:03 0.9 12:51 0.1 Volune of runoff = 0.04 ac. ft . Depth of runoff = 5.11 in . File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 6 Type SCS Desc. AREA F 25 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:42 0:45 0:48 0:51 0:54 0:57 1 :00 1 :03 1 :06 1:09 1:12 1:15 1: 18 1 :21 1 :24 1 :27 1 :30 1 :33 1 :36 1:39 1 :42 1 :45 1 :48 1: 51 1:54 1 :57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 Flow cfs 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 Freq. 25.0 yrs CN 98 Len 24 hrs Precip. 8.80 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 Continued on next page Flow cfs 0. 1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0.1 0. 1 0.1 o. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0. 1 0.1 Continued from previous page 9:42 0.1 10:36 0.1 11:30 0.3 12:24 0.4 9:45 0.1 10:39 0.1 11 :33 0.3 12:27 0.2 9:48 0.1 10:42 0. 1 11 :36 0.4 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.7 12:33 0.2 9:54 0.1 10:48 0.2 11 :42 0.9 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1.0 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.1 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1.4 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.0 12:48 0.2 10:09 0.1 11 :03 0.2 11 :57 2.5 12:51 0.2 10: 12 0.1 11:06 0.2 12:00 2.7 12:54 0.1 10: 15 0.1 11:09 0.2 12:03 2.8 12:57 0.0 10: 18 0.1 11:12 0.2 12:06 2.4 13:00 0.1 10:21 0.1 11: 15 0.2 12:09 1.6 13:03 0.1 10:24 0.1 11:18 0.2 12: 12 1.0 13:06 0. 1 10:27 0.1 11:21 0.2 12:15 0.7 13:09 0.0 10:30 0.1 11:24 0.2 12: 18 0.6 10:33 0.1 11:27 0.3 12:21 0.5 Volune of runoff = 0.15 ac. ft. Depth of runoff = 6.21 in . --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional --------------------------------------------------------------------------------7 Type SCS Desc. AREA G 25 YR Area 2.2 ac. Time of Concent. 10 min. Freq. 25 .0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :42 0.0 3:57 0.1 6: 12 0.3 8:27 0.4 1 :45 0.0 4:00 0.2 6: 15 0.3 8:30 0.5 1 :48 o.o 4:03 0.2 6:18 0.3 8:33 0.5 1:51 0.0 4:06 0.2 6:21 0.3 8:36 0.5 1:54 0.0 4:09 0.2 6:24 0.3 8:39 0.5 1 :57 0.0 4: 12 0.2 6:27 0.3 8:42 0.5 2:00 0.0 4: 15 0.2 6:30 0.3 8:45 0.5 2:03 0.0 4:18 0.2 6:33 0.3 8:48 0.5 2:06 0.0 4:21 0.2 6:36 0.3 8:51 0.5 2:09 0.0 4:24 0.2 6:39 0.3 8:54 0.5 2: 12 0.0 4:27 0.2 6:42 0.3 8:57 0.5 2: 15 0.1 4:30 0.2 6:45 0.3 9:00 0.5 2: 18 0.1 4:33 0.2 6:48 0.3 9:03 0.5 2:21 0.1 4:36 0.2 6:51 0.3 9:06 0.5 2:24 0.1 4:39 0.2 6:54 0.3 9:09 0.5 2:27 0.1 4:42 0.2 6:57 0.3 9: 12 0.5 2:30 0.1 4:45 0.2 7:00 0.3 9: 15 0.5 2:33 0.1 4:48 0.2 7:03 0.3 9: 18 0.5 2:36 0.1 4:51 0.2 7:06 0.3 9:21 0.5 2:39 0.1 4:54 0.2 7:09 0.3 9:24 0.5 2:42 0.1 4:57 0.2 7:12 0.3 9:27 0.6 2:45 0.1 5:00 0.2 7: 15 0.3 9:30 0.6 2:48 0.1 5:03 0.2 7:18 0.3 9:33 0.6 2:51 0.1 5:06 0.2 7:21 0.3 9:36 0.6 2:54 0.1 5:09 0.2 7:24 0.3 9:39 0.6 2:57 0.1 5: 12 0.2 7:27 0.3 9:42 0.6 3:00 0.1 5: 15 0.2 7:30 0.3 9:45 0.6 3:03 0.1 5: 18 0.2 7:33 0.3 9:48 0.6 3:06 0.1 5:21 0.2 7:36 0.3 9:51 0.6 3:09 0.1 5:24 0.2 7:39 0.3 9:54 0.6 3: 12 0.1 5:27 0.2 7:42 0.3 9:57 0.6 3: 15 0.1 5:30 0.2 7:45 I 0.3 10:00 0.6 3: 18 0.1 5:33 0.2 7:48 0.3 10:03 0.6 3:21 0.1 5:36 0.2 7:51 0.3 10:06 0.6 3:24 0.1 5:39 0.2 7:54 0.3 10:09 0.7 3:27 0.1 5:42 0.2 7:57 0.3 10: 12 0.7 3:30 0.1 5:45 0.2 8:00 0.3 10: 15 0.7 3:33 0.1 5:48 0.2 8:03 0.3 10: 18 0.7 3:36 0.1 5:51 0.2 8:06 0.3 10:21 0.7 3:39 0.1 5:54 0.2 8:09 0.4 10:24 0.8 3:42 0.1 5:57 0.2 8: 12 0.4 10:27 0.8 3:45 0.1 6:00 0.2 8: 15 0.4 10:30 0.8 3:48 0.1 6:03 0.2 8: 18 0.4 10:33 0.9 3:51 0.1 6:06 0.2 8:21 0.4 10:36 0.9 3:54 0.1 6:09 0.3 8:24 0.4 10:39 1.0 Continued on next page Continued from previous page 10:42 1.0 11:36 2.9 12:30 2.3 13:24 1.0 10:45 1.1 11:39 4.8 12:33 2.2 13:27 1.0 10:48 1.1 11 :42 6.3 12:36 2.1 13:30 1. 0 10:51 1.1 11:45 7 .1 12:39 2.0 13:33 1.0 10:54 1.2 11 :48 7.6 12:42 1.9 13:36 1.0 10:57 1.3 11: 51 9.9 12:45 1.8 13:39 1.0 11:00 1.3 11:54 14.2 12:48 1.8 13:42 0.4 11:03 1.3 11:57 17.7 12:51 1. 7 13:45 0.1 11:06 1.3 12:00 19.5 12:54 1.6 13:48 0.9 11:09 1.4 12:03 20.1 12:57 1.5 13:51 0.6 11: 12 1.5 12:06 17.6 13:00 1.4 13:54 0.4 11: 15 1.5 12:09 12.2 13:03 1.4 13:57 0.1 11: 18 1.5 12:12 7.7 13:06 1.4 14:00 0.8 11: 21 1.6 12:15 5.5 13:09 1.3 14:03 0.6 11:24 1.7 12: 18 4.4 13: 12 1.1 14:06 0.3 11:27 1.8 12:21 3.7 13: 15 1.0 14:09 0.1 11:30 1.9 12:24 3.0 13: 18 1.0 11:33 2.0 12:27 2.6 13:21 1.0 Volune of runoff = 1.18ac.ft. Depth of runoff = 6.45 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/18/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aclninistrative professional --------------------------------------------------------------------------------8 Type SCS Desc. AREA H 25 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:42 0.0 2:57 0.0 5: 12 o.o 7:27 0.0 0:45 0.0 3:00 o.o 5: 15 0.0 7:30 0.0 0:48 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 0:51 0.0 3:06 0.0 5:21 o.o 7:36 0.0 0:54 0.0 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1:00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3: 18 0.0 5:33 0.0 7:48 0.0 1:06 0.0 3:21 0.0 5:36 0.0 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1: 18 0.0 3:33 0.0 5:48 0.0 8:03 0.0 1:21 0.0 3:36 0.0 5:51 0.0 8:06 0.0 1 :24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1 :27 o.o 3:42 0.0 5:57 0.0 8: 12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 0.0 3:48 0.0 6:03 0.0 8:18 0.0 1 :36 0.0 3:51 0.0 6:06 0.0 8:21 0.0 1 :39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1:42 0.0 3:57 0.0 6: 12 0.0 8:27 0.0 1 :45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1 :48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1: 51 0.0 4:06 0.0 6:21 o.o 8:36 0.0 1 :54 0.0 4:09 o.o 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 o.o 2: 12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2: 15 0.0 4:30 0.0 6:45 0.0 9:00 0.0 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 o.o 6:57 0.0 9:12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 o.o 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 2:51 0.0 5:06 0.0 7:21 0.0 9:36 0.0 2:54 0.0 5:09 0.0 7:24 0.0 9:39 0.0 Continued on next page Continued from previous page 9:42 o.o 10:30 o.o 11:18 0.1 12:06 0.8 9:45 0.0 10:33 0.0 11:21 0.1 12:09 0.6 9:48 0.0 10:36 0.0 11:24 0.1 12: 12 0.3 9:51 0.0 10:39 0.0 11:27 0.1 12: 15 0.3 9:54 0.0 10:42 0.1 11:30 0.1 12: 18 0.2 9:57 0.0 10:45 0.1 11:33 0.1 12:21 0.2 10:00 0.0 10:48 0.1 11:36 0.1 12:24 0. 1 10:03 o.o 10:51 0.1 11 :39 0.2 12:27 0.1 10:06 0.0 10:54 0.1 11:42 0.3 12:30 0.1 10:09 0.0 10:57 0.1 11:45 0.3 12:33 0.1 10: 12 0.0 11 :00 0.1 11 :48 0.4 12:36 0.1 10: 15 0.0 11:03 0.1 11: 51 0.5 12:39 0.1 10: 18 o.o 11:06 0.1 11:54 0.7 12:42 0 .1 10:21 0.0 11:09 0.1 11 :57 0.8 12:45 0.1 10:24 0.0 11:12 0.1 12:00 0.9 12:48 0. 1 10:27 0.0 11: 15 0.1 12:03 0.9 12:51 0.1 Vol1.111e of runoff = 0.04 ac. ft . Depth of runoff = 5. 11 in. File Name -emerald park plaza Date 05/06/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 15 Type SCS Desc. SCS AREA I DEV 25 YR Area 0.5 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :27 1:30 1 :33 1 :36 1 :39 1:42 1 :45 1 :48 1: 51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 Flow cf s o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Freq. 25.0 yrs CN 95 Len 24 hrs Precip. 8.80 Flow cfs 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 Continued on next page Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 10:27 0.2 11: 21 0.4 12: 15 1.4 13:09 0 .3 10:30 0.2 11 :24 0.4 12: 18 1.1 13: 12 0.3 10:33 0.2 11:27 0.5 12:21 0.9 13: 15 0.3 10:36 0.2 11:30 0.5 12:24 0.8 13:18 0.3 10:39 0.2 11 :33 0.5 12:27 0.7 13:21 0.3 10:42 0.3 11 :36 0.7 12:30 0.6 13:24 0.3 10:45 0.3 11 :39 1.1 12.:33 0.6 13:27 0.3 10:48 0.3 11:42 1.5 12:36 0.5 13:30 0.3 10:51 0.3 11:45 1. 7 12:39 0.5 13:33 0.2 10:54 0.3 11 :48 1.9 12:42 0.5 13:36 0 . 1 10:57 0.3 11: 51 2.3 12:45 0.5 13:39 0.0 11:00 0.3 11:54 3.3 12:48 0.4 13:42 0.2 11:03 0.3 11 :57 4 .3 12:51 0.4 13:45 0.2 11:06 0.3 12:00 4.8 12:54 0.4 13:48 0. 1 11:09 0.4 12:03 5.0 12:57 0.4 13:51 0.0 11: 12 0.4 12:06 4.6 13:00 0.3 13:54 0.2 11:15 0 .4 12:09 3.3 13:03 0.3 11:18 0.4 12:12 2 .1 13:06 0.3 Vo l 1.111e of runoff = 0.30 ac . ft. Depth of runoff = 6.56 in. File Name -emerald park plaza Proj. Leader keat i ng Client swoboda Date 05/06/96 Job 96-330 Mi sc. Note -acininistrat i ve professional 16 Type scs Desc. scs AREA J EX & DEV 25 YR Area 15.7 ac. Time of Concent. 10 min. Storm Dist Type I I Time hr:min 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0_3 0.4 0.4 0.4 0.4 0 .4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0 .6 0.6 0 .6 0.6 0 .6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 Time hr:min 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 Flow cfs 0.8 0.8 0.9 0 .9 1.0 1.0 1. 1 1. 1 1. 1 1. 1 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.5 1.5 1.6 1.6 1.6 1.6 1. 7 1. 7 1. 7 1.8 1.9 2.0 2.0 2.0 2.1 2.1 2.1 2.1 2.2 2.3 2.4 2.5 2.5 2.6 2.8 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11 :00 11 :03 11:06 11 :09 11: 12 11:15 11: 18 ,, :21 11:24 11:27 11 :30 11:33 11:36 11:39 11:42 11:45 11:48 11 : 51 11:54 11 :57 12:00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 25.0 yrs CN 77 Len 24 hrs Precip. 8.80 Flow cfs 3.0 3.1 3.2 3 .3 3.6 3.9 4.1 4.2 4.4 4.7 5.0 5.2 5.4 5.6 6.0 6 .3 6.5 6 .7 7.0 7.6 8.2 8.5 9.0 13.0 22.1 30.4 35.3 38.9 50.8 76.1 99.1 113.1 120.7 110.4 78.8 50 .2 35.2 28.2 23.7 19.7 16.6 15. 1 14 .3 13.7 12.8 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14 : 12 14:15 14: 18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cfs 12. 1 11. 7 11.6 11. 1 10.3 9.7 9.3 9.1 8.8 8.3 7.9 7.7 7.6 7.4 7 .1 6.8 6.7 6.6 6.4 6.1 6.1 6.0 6.0 6.0 5.9 5.9 5.8 5.8 5.8 5.7 5.7 5.7 5.6 5.6 5.5 5.5 5.5 5.4 5.4 5.4 5.3 5.3 5.3 5.2 5.2 Continued from previous page 14:57 5.1 15:51 4.5 16:45 3.8 17:39 1.4 15:00 5.1 15:54 4.4 16:48 3.8 17:42 0.6 15:03 5. 1 15:57 4.4 16: 51 3.7 17:45 2.9 15:06 5.0 16:00 4.4 16:54 3.7 17:48 2. 1 15:09 5.0 16:03 4.3 16:57 3.7 17:51 1.3 15: 12 5.0 16:06 4.3 17:00 3.6 17:54 0.5 15:15 4.9 16:09 4.3 17:03 3.6 17:57 2.8 15: 18 4.9 16: 12 4.2 17:06 3.5 18:00 2.0 15:21 4.8 16: 15 4.2 17:09 3.5 18:03 1.2 15:24 4.8 16: 18 4. 1 17:12 3.5 18:06 0.4 15:27 4.8 16:21 4. 1 17: 15 3.4 18:09 2.8 15:30 4.7 16:24 4. 1 17: 18 3.4 18: 12 2.0 15:33 4.7 16:27 4.0 17:21 3.4 18: 15 1.2 15:36 4.7 16:30 4.0 17:24 3.3 18: 18 0.4 15:39 4.6 16:33 4.0 17:27 3.3 18:21 2.7 15:42 4.6 16:36 3.9 17:30 3.3 18:24 1 .9 15:45 4.5 16:39 3.9 17:33 3.2 15:48 4.5 16:42 3.8 17:36 3.2 Voll.Ille of runoff = 7.42 ac. ft. Depth of runoff = 5.67 in. 50 YEAR File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 1 Type scs Desc. AREA A 50 YR Area 0.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1: 51 1 :54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5:15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cfs 0.0 0.0 0. 1 0. 1 0. 1 o. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 o. 1 0. 1 0. 1 0. 1 0. 1 o. 1 0. 1 0. 1 0. 1 o. 1 0. 1 0. 1 o. 1 0. 1 o. 1 0. 1 o. 1 0. 1 0. 1 0.1 0.1 Time hr:min 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cfs 0. 1 0. 1 o. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 o. 1 0. 1 0. 1 o. 1 0. 1 0. 1 0. 1 0.1 0. 1 0.1 0.1 0. 1 Time hr:min 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 Continued on next page Flow cfs 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Continued from previous page 10:33 0.3 11:27 0.7 12:21 1.4 13: 15 0.4 10:36 0.3 11:30 0.7 12:24 1.1 13: 18 0.4 10:39 0.4 11:33 0.7 12:27 1.0 13:21 0.4 10:42 0.4 11 :36 1.1 12:30 0.9 13:24 0.4 10:45 0.4 11 :39 1.8 12:33 0.8 13:27 0.4 10:48 0.4 11:42 2.4 12:36 0.8 13:30 0.4 10:51 0.4 11:45 2.6 12:39 0.7 13:33 0.4 10:54 0.4 11 :48 2.8 12:42 0.7 13:36 0.4 10:57 0.5 11: 51 3.7 12:45 0.7 13:39 0.3 11:00 0.5 11:54 5.3 12:48 0.7 13:42 0.2 11:03 0.5 11 :57 6.6 12:51 0.6 13:45 0.1 11:06 0.5 12:00 7.2 12:54 0.6 13:48 0.4 11:09 0.5 12:03 7.4 12:57 0.6 13:51 0.3 11: 12 0.6 12:06 6.5 13:00 0.5 13:54 0.1 11:15 0.6 12:09 4.5 13:03 0.5 13:57 0.0 11: 18 0.6 12:12 2.9 13:06 0.4 14:00 0.3 11 :21 0.6 12: 15 2.0 13:09 0.4 11:24 0.6 12: 18 1.6 13: 12 0.4 Volune of runoff = 0.43 ac. ft. Oepth of runoff = 7.17 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96 ·330 Misc. Note -aaninistrative professional 2 Type SCS Desc. AREA B 50 YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6 : 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 Flow cfs 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 Time hr:min 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10 :42 10:45 10:48 10:51 10:54 10:57 11:00 11 :03 11:06 11:09 11:12 11: 15 11: 18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12: 12 Freq. 50 .0 yrs CN 77 Len 24 hrs Precip. 9.80 Flow cfs 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o. 1 0. 1 0 . 1 0. 1 0 . 1 0 . 1 0 .1 0 .1 0 .1 0.1 0.1 0 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0 .3 0.4 0.5 0 .5 0.6 1.0 1.3 1.5 1.6 1.5 1 . 1 0 .7 Ti me hr:min 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13 :03 13:06 13:09 13 : 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 14:27 Continued on next page Flow cfs 0.5 0.4 0 .3 0 .3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0. 1 0. 1 0. 1 0. 1 0 . 1 0. 1 0 . 1 0. 1 0. 1 0. 1 0.1 0 .1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0 . 1 0. 1 0. 1 0. 1 0. 1 0.1 0. 1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 Continued from prev i ous page 14:30 0. 1 15:03 0.1 15:36 0.1 16:09 0.1 14:33 0.1 15:06 0.1 15:39 0.1 16: 12 0.1 14:36 0.1 15:09 0.1 15:42 0.1 16: 15 0 . 1 14:39 0.1 15: 12 0.1 15:45 0.1 16: 18 0. 1 14:42 0. 1 15: 15 0. 1 15:48 0 .1 16:21 0. 1 14:45 0. 1 15: 18 0.1 15:51 0. 1 16:24 0.1 14:48 0.1 15:21 0.1 15:54 0. 1 16:27 0. 1 14 :51 0.1 15:24 0.1 15:57 0.1 16 :30 0.1 14:54 0.1 15:27 0.1 16:00 0. 1 16:33 0.1 14:57 0.1 15:30 0.1 16:03 0. 1 16:36 0. 1 15:00 0.1 15:33 0.1 16:06 0. 1 16:39 o.o Voll.Ille of runoff = 0.10 ac. ft. Depth of runoff = 6.61 in. File Name -emerald park plaza Date 04/19/96 -Proj. Leader keating Client swoboda Job 96·330 Misc. Note -administrative professional 3 Type SCS Desc. AREA 3 50 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type 11 Time hr:min 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1 :00 1 :03 1 :06 1 :09 1:12 1: 15 1: 18 1:21 1 :24 1 :27 1 :30 1 :33 1:36 1 :39 1 :42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:09 5: 12 5: 15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7: 18 7:21 Freq. 50.0 yrs CN 98 Len 24 hrs Precip. 9.80 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0. 1 0.1 0. 1 0.1 0. 1 o. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0. 1 0.1 0. 1 0.1 0. 1 Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 Continued on next page Flow cfs 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 o. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 o. 1 0. 1 0.1 0. 1 o. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 Continued from previous page 9:39 0. 1 10:33 0.2 11:27 0.3 12:21 0.6 9:42 0.1 10:36 0.2 11 :30 0.3 12:24 0.3 9:45 0.1 10:39 0.2 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.2 11 :36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11 :39 0.8 12:33 0.2 9:54 0.1 10:48 0.2 11:42 1.1 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1.2 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.3 12:42 0.2 10:03 0.1 10:57 0.2 11: 51 1. 7 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.5 12:48 0.2 10:09 0.1 11:03 0.2 11 :57 3.0 12:51 0.1 10: 12 0.1 11:06 0.2 12:00 3.3 12:54 0.1 10:15 0.1 11:09 0.2 12:03 3.4 12:57 0.0 10: 18 0.1 11: 12 0.3 12:06 2.9 13:00 0. 1 10:21 0.1 11: 15 0.3 12:09 2.0 13:03 0.1 10:24 0.1 11:18 0.3 12: 12 1.3 13:06 0.1 10:27 0.1 11:21 0.3 12: 15 0.9 10:30 0.2 11:24 0.3 12: 18 0.7 Voll.Ille of runoff = 0.18 ac. ft. Depth of runoff = 6.62 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96 -330 Misc. Note · ac:ininistrative professional 4 Type SCS Desc. AREA D 50 YR Area 0.1 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 77 Len 24 hrs Precip. 9.80 Storm Dist Type 11 Time hr:min 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 7:24 Flow cfs 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 Voll.Ille of runoff = Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.03 ac. ft. Time hr:min 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 1D:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11 :00 11:03 11:06 11:09 11:12 11:15 11: 18 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11: 51 11:54 11:57 12 :00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 Flow cfs 0.0 0. 1 0.1 0. 1 0.1 0.1 0. 1 0.2 0.2 0.3 0.3 0.5 0.6 0.7 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0. 1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 Depth of runoff = 4.46 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 5 Type SCS Desc. AREA E 50 YR Area 0.1 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1 :00 1 :03 1 :06 1 :09 1: 12 1: 15 1: 18 1:21 1 :24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1:45 1 :48 1:51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2:15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 Freq. 50.0 yrs CN 98 Len 24 hrs Precip. 9.80 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 Continued on next page Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Continued from previous page 9:39 0.0 10:27 0.0 11: 15 0.1 12:03 1.0 9:42 0.0 10:30 0.0 11: 18 0.1 12:06 0.9 9:45 0.0 10:33 0.0 11:21 0.1 12:09 0.6 9:48 0.0 10:36 0.0 11:24 0. 1 12:12 0.4 9:51 0.0 10:39 0.1 11:27 0. 1 12: 15 0.3 9:54 0.0 10:42 0.1 11 :30 0.1 12: 18 0.2 9:57 0.0 10:45 0.1 11:33 0. 1 12:21 0.2 10:00 0.0 10:48 0.1 11 :36 0.2 12:24 0.1 10:03 0.0 10:51 0.1 11:39 0.3 12:27 0. 1 10:06 o.o 10:54 0.1 11:42 0.3 12:30 0. 1 10:09 0.0 10:57 0.1 11:45 0.4 12:33 0.1 10: 12 0.0 11:00 0. 1 11:48 0.4 12:36 0. 1 10: 15 0.0 11 :03 0.1 11:51 0.5 12:39 0. 1 10: 18 0.0 11:06 0. 1 11:54 0.8 12:42 0.1 10:21 0.0 11:09 0.1 11 :57 0.9 12:45 0.1 10:24 0.0 11: 12 0. 1 12:00 1.0 12:48 0.1 Voliine of runoff = 0.05 ac. ft. Depth of runoff = 5.55 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 6 Type scs Desc. AREA F 50 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1 :06 1 :09 1:12 1:15 1:18 1 :21 1 :24 1 :27 1:30 1:33 1 :36 1 :39 1 :42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 Flow cfs 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 Flow cfs 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 Freq. 50.0 yrs CN 98 Len 24 hrs Precip. 9.80 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 Continued on next page Flow cfs 0.1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 Continued from previous page 9:39 0.1 10:33 0.1 11 :27 0.3 12:21 0.5 9:42 0.1 10:36 0.1 11 :30 0.3 12:24 0.3 9:45 0.1 10:39 0.2 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.2 11 :36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.8 12:33 0.2 9:54 0.1 10:48 0.2 11:42 1.0 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1.1 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1. 2 12:42 0.2 10:03 0.1 10:57 0.2 11: 51 1.6 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.2 12:48 0.2 10:09 0.1 11:03 0.2 11 :57 2.8 12:51 0. 1 10:12 0.1 11:06 0.2 12:00 3.0 12:54 0. 1 10:15 0.1 11:09 0.2 12:03 3.1 12:57 0.0 10: 18 0.1 11: 12 0.2 12:06 2.7 13:00 0.1 10:21 0.1 11: 15 0.2 12:09 1.8 13:03 0.1 10:24 0.1 11:18 0.2 12: 12 1.2 13:06 0.1 10:27 0.1 11: 21 0.3 12: 15 0.8 10:30 0.1 11:24 0.3 12: 18 0.7 Voll.Jlle of runoff = 0.17ac. ft. Depth of runoff = 6.76 in . File Name -emerald park plaza Date D4/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 7 Type scs Desc. AREA G 50 YR Area 2.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1:51 1 :54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cfs 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 Continued from previous page 10:33 1.0 11:27 2.1 12:21 4 .1 13: 15 1.3 10:36 1.0 11:30 2. 1 12:24 3.4 13: 18 1.3 10:39 1.1 11:33 2.2 12:27 2.9 13:21 1.3 10:42 1.2 11 :36 3.3 12:30 2.6 13:24 1.3 10:45 1.2 11:39 5.4 12:33 2.5 13:27 1.3 10:48 1.2 11:42 7.1 12:36 2.4 13:30 1.2 10:51 1.3 11:45 8.0 12:39 2.2 13:33 1.2 10:54 1.3 11:48 8.6 12:42 2.1 13:36 1. 1 10:57 1.4 11:51 11. 1 12:45 2.0 13:39 0.8 11:00 1.4 11:54 16.0 12:48 2.0 13:42 0 .5 11 :03 1.5 11 :57 19.8 12:51 1 .9 13:45 0.2 11:06 1.5 12:00 21.8 12:54 1.8 13:48 1.1 11:09 1.6 12:03 22.4 12:57 1. 7 13:51 0.8 11: 12 1. 7 12:06 19.7 13:00 1.6 13:54 0.4 11: 15 1.7 12:09 13.6 13:03 1.5 13:57 0. 1 11:18 1. 7 12: 12 8.6 13:06 1.3 14:00 1.0 11 :21 1.8 12:15 6.1 13:09 1.3 11:24 1.9 12: 18 4.9 13:12 1.3 Voll.Ille of runoff = 1.32 ac. ft. Depth of runoff = 7.22 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional 8 Type SCS Desc. AREA H 50 YR Area 0.1 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1 :03 1 :06 1 :09 1:12 1:15 1: 18 1 :21 1 :24 1:27 1:30 1 :33 1 :36 1:39 1 :42 1 :45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 Time hr:min 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7:18 7:21 Freq. 50.0 yrs CN 98 Len 24 hrs Precip. 9.80 Flow cfs 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 Continued on next page Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 Continued from previous page 9:39 0.0 10:27 0.0 11: 15 0 .1 12:03 1.0 9:42 o.o 10:30 0.0 11:18 0.1 12:06 0.9 9:45 0.0 10:33 0.0 11: 21 0.1 12:09 0.6 9:48 0.0 10:36 o.o 11 :24 0.1 12: 12 0.4 9:51 0 .0 10:39 0.1 11:27 0.1 12: 15 0.3 9:54 0 .0 10:42 0.1 11:30 0.1 12: 18 0.2 9:57 0.0 10:45 0.1 11:33 0.1 12:21 0.2 10:00 0 .0 10:48 0.1 11:36 0.2 12:24 0. 1 10:03 0.0 10:51 0.1 11:39 0.3 12:27 0.1 10:06 0.0 10:54 0.1 11:42 0.3 12:30 0.1 10:09 0.0 10:57 0.1 11:45 0.4 12:33 0.1 10: 12 0.0 11:00 0.1 11:48 0.4 12:36 0. 1 10: 15 0.0 11:03 0.1 11: 51 0.5 12:39 0.1 10: 18 0.0 11:06 0.1 11:54 0.8 12:42 0. 1 10:21 0.0 11:09 0.1 11 :57 0.9 12:45 0. 1 10:24 0.0 11:12 0.1 12:00 1.0 12:48 0. 1 Volll!le of runoff = 0.05 ac. ft. Depth of runoff = 5.55 in. File Name -emerald park plaza Date 05/06/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -administrative professional 15 Type scs Desc. scs AREA I DEV 50 YR Area 0.5 ac. Time of Concent. 10 min. Storm Dist Type 11 Time hr:min 1:18 1 :21 1 :24 1 :27 1 :30 1 :33 1:36 1 :39 1 :42 1 :45 1 :48 1:51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5: 15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 Flow cfs o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 Time hr:min 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 Freq. 50.0 yrs CN 95 Len 24 hrs Precip. 9.80 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 Time hr:min 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 Continued on next page Flow cfs 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 10: 18 0.2 11: 12 0.4 12:06 5.1 13:00 0.3 10:21 0.2 11: 15 0.4 12:09 3.7 13:03 0.3 10:24 0.2 11: 18 0.4 12:12 2.3 13:06 0.3 10:27 0.2 11: 21 0.4 12:15 1.6 13:09 0.3 10:30 0.2 11:24 0.5 12: 18 1.3 13:12 0.3 10:33 0.2 11:27 0.5 12:21 1.1 13: 15 0.3 10:36 0.3 11:30 0.5 12:24 0.9 13: 18 0.3 10:39 0.3 11:33 0.5 12:27 0.7 13:21 0.3 10:42 0.3 11 :36 0.7 12:30 0.7 13:24 0.1 10:45 0.3 11 :39 1.2 12:33 0.6 13:27 0.0 10:48 0.3 11:42 1. 7 12:36 0.6 13:30 0.3 10:51 0.3 11:45 1.9 12:39 0.6 13:33 0.2 10:54 0.3 11 :48 2.1 12:42 0.5 13:36 0.1 10:57 0.4 11: 51 2.6 12:45 0.5 13:39 0.0 11:00 0.4 11:54 3.7 12:48 0.5 13:42 0.2 11:03 0.4 11:57 4.8 12:51 0.5 13:45 0.2 11:06 0.4 12:00 5.3 12:54 0.4 11:09 0.4 12:03 5.6 12:57 0 .3 Vollllle of runoff = 0.32 ac . ft. Depth of runoff = 7.22 in. File Name -emerald park plaza Date 05/06/96 Proj. Leader keating Client swoboda Job 96-330 Hise. Note -aclninistrative professional 16 Type SCS Desc. SCS AREA J EX & DEV 50 YR Area 15.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 Flow cfs 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0 .4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 Time hr:min 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 Flow cfs 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.1 1.2 1.3 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1. 7 1. 7 1.8 1.9 2.0 2.0 2.0 2.1 2.1 2.1 2.1 2.2 2.3 2.4 2.5 2.5 2.5 2.6 2.6 Time hr:min 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11: 12 11: 15 11:18 11:21 11:24 11 :27 11:30 11:33 11:36 11 :39 11 :42 11:45 11:48 11: 51 11:54 11:57 12:00 12:03 12:06 12:09 12: 12 Freq. 50.0 yrs CN 77 Len 24 hrs Precip. 9.80 Flow cfs 2.6 2.7 2.7 2.8 2.9 3.0 3.1 3.2 3.4 3.6 3.8 3.9 4.0 4.4 4.7 4.9 5.1 5.3 5.7 6.1 6.3 6.4 6.7 7 .1 7.5 7.8 8.0 8.3 9 .0 9.7 10. 1 10.6 14.7 25.1 35.2 41.1 45. 1 57.4 85.6 112.7 129.1 137.9 128.9 93.3 59.5 Time hr:min 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14: 12 14: 15 14: 18 14:21 14:24 14:27 Continued on next page Flow cfs 41.2 32.5 27.4 22.7 19. 1 17.2 16.3 15.6 14.6 13.8 13.3 13. 1 12.7 11.8 11 . 0 10.6 10.4 10. 1 9.5 9.0 8.7 8.6 8.4 8.1 7.7 7.6 7.5 7.3 7.1 7.0 7.0 6.9 6.9 6.8 6.8 6.8 6.7 6.7 6.6 6.6 6.5 6.5 6.5 6.4 6.4 Continued from previous page 14:30 6.3 15:24 5.5 16: 18 4.7 17:12 3.7 14:33 6.3 15:27 5.5 16:21 4.7 17: 15 2.7 14:36 6.2 15:30 5.4 16:24 4.7 17: 18 1. 7 14:39 6.2 15:33 5.4 16:27 4.6 17:21 0.7 14:42 6.1 15:36 5.4 16:30 4.6 17:24 3.6 14:45 6.1 15:39 5.3 16:33 4.5 17:27 2.6 14:48 6.1 15:42 5.3 16:36 4.5 17:30 1.6 14:51 6.0 15:45 5.2 16:39 4.4 17:33 0.6 14:54 6.0 15:48 5.2 16:42 4.4 17:36 3.5 14:57 5.9 15:51 5.1 16:45 4.3 17:39 2.5 15:00 5.9 15:54 5. 1 16:48 4.3 17:42 1.5 15:03 5.8 15:57 5.0 16:51 4.3 17:45 0.5 15:06 5.8 16:00 5.0 16:54 4.2 17:48 3.4 15:09 5.8 16:03 5.0 16:57 4.2 17:51 2.4 15: 12 5.7 16:06 4.9 17:00 4.1 17:54 1.4 15:15 5.7 16:09 4.9 17:03 4.1 17:57 0.4 15: 18 5.6 16: 12 4.8 17:06 4.0 15:21 5.6 16: 15 4.8 17:09 4.0 Volt.me of runoff = 8.50 ac. ft. Depth of runoff = 6.48 in. 100 YEAR --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Cl i ent swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------1 Type SCS Desc. AREA A 100YR Area 0.7 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :24 0.0 3:39 0.1 5:54 0.1 8:09 0.2 1:27 0.0 3:42 0. 1 5:57 0.1 8: 12 0.2 1 :30 0.0 3:45 0. 1 6:00 0.1 8: 15 0.2 1:33 0.0 3:48 0.1 6:03 0.1 8: 18 0.2 1:36 0.0 3:51 0.1 6:06 0.1 8:21 0.2 1 :39 0.0 3:54 0. 1 6:09 0. 1 8:24 0.2 1 :42 0.0 3:57 0.1 6:12 0.1 8:27 0.2 1 :45 0.0 4:00 0.1 6:15 0.1 8:30 0.2 1 :48 0.0 4:03 0.1 6:18 0.1 8:33 0.2 1: 51 0.0 4:06 0.1 6:21 0.1 8:36 0.2 1 :54 0.0 4:09 0.1 6:24 0.1 8:39 0.2 1 :57 0.0 4: 12 0.1 6:27 0.1 8:42 0.2 2:00 0.0 4: 15 0.1 6:30 0.1 8:45 0.2 2:03 0.0 4:18 0.1 6:33 0.1 8:48 0.2 2:06 0.0 4:21 0.1 6:36 0.1 8:51 0.2 2:09 0.0 4:24 0.1 6:39 0.1 8:54 0.2 2: 12 0.0 4:27 0.1 6:42 0.1 8:57 0.2 2: 15 0.0 4:30 0.1 6:45 0.1 9:00 0.2 2: 18 0.0 4:33 0.1 6:48 0.1 9:03 0.2 2:21 0.0 4:36 0.1 6:51 0.1 9:06 0.2 2:24 0.0 4:39 0. 1 6:54 0.1 9:09 0.2 2:27 0.0 4:42 0. 1 6:57 0.1 9:12 0.2 2:30 0.0 4:45 0.1 7:00 0.1 9: 15 0.2 2:33 0.0 4:48 0.1 7:03 0.1 9: 18 0.2 2:36 o.o 4:51 0. 1 7:06 0.1 9:21 0.2 2:39 0.0 4:54 0.1 7:09 0.1 9:24 0.2 2:42 0.0 4:57 0.1 7:12 0.1 9:27 0.2 2:45 0.0 5:00 0.1 7: 15 0.1 9:30 0.2 2:48 0.0 5:03 0.1 7: 18 0.1 9:33 0.2 2:51 0.0 5:06 0.1 7:21 0.1 9:36 0.2 2:54 0.0 5:09 0.1 7:24 0.1 9:39 0.3 2:57 0.0 5: 12 0.1 7:27 0.1 9:42 0.3 3:00 0.0 5: 15 0.1 7:30 0.1 9:45 0.3 3:03 0.0 5: 18 0.1 7:33 0.1 9:48 0.3 3:06 0.0 5:21 0.1 7:36 0. 1 9:51 0.3 3:09 0.0 5:24 0.1 7:39 0.1 9:54 0.3 3: 12 0.0 5:27 0.1 7:42 0.1 9:57 0.3 3: 15 0.0 5:30 0.1 7:45 0.1 10:00 0.3 3:18 0.0 5:33 0.1 7:48 0. 1 10:03 0.3 3:21 0.1 5:36 0.1 7:51 0.1 10:06 0.3 3:24 0.1 5:39 0.1 7:54 0.1 10:09 0.3 3:27 0.1 5:42 0.1 7:57 0.1 10: 12 0.3 3:30 0.1 5:45 0.1 8:00 0.1 10: 15 0.3 3:33 0.1 5:48 0.1 8:03 0.1 10: 18 0.3 3:36 0.1 5:51 0.1 8:06 0. 1 10:21 0.3 Continued on next page Continued from prev i ous page 10:24 0.3 11: 18 0.6 12:12 3.4 13:06 0.4 10:27 0.3 11 :21 0.7 12: 15 2.3 13:09 0.4 10:30 0.4 11:24 0.7 12: 18 1.9 13: 12 0.4 10:33 0.4 11:27 0.8 12:21 1.6 13: 15 0.4 10:36 0.4 11:30 0.8 12:24 1.3 13:18 0.4 10:39 0.4 11 :33 0.8 12:27 1. 1 13:21 0.4 10:42 0.4 11:36 1.2 12:30 1.0 13:24 0.4 10:45 0.4 11:39 1.9 . 12:33 0.9 13:27 0.4 10:48 0.5 11:42 2.6 12:36 0.9 13:30 0.3 10:51 0.5 11:45 3.0 12:39 0.8 13:33 0.2 10:54 0.5 11:48 3.2 12:42 0.8 13:36 0. 1 10:57 0.5 11: 51 4.0 12:45 0 .8 13:39 0 .4 11:00 0.5 11:54 5.8 12:48 0.7 13:42 0.2 11:03 0.6 11:57 7 .3 12:51 0.7 13:45 0. 1 11:06 0.6 12:00 8. 1 12:54 0.7 13:48 0.0 11:09 0.6 12:03 8.4 12:57 0.6 13:51 0.3 11: 12 0.6 12:06 7.5 13:00 0.4 11: 15 0.6 12:09 5 .3 13:03 0.4 VolU'lle of runoff = 0.48 ac. ft. Depth of runoff = 7.93 in . File Name -emerald park plaza Date D4/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -administrative professional 2 Type SCS Desc. AREA B 100YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:03 5:06 5:09 5: 12 5:15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 Flow cfs o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11 :06 11:09 11:12 11: 15 11: 18 11: 21 11 :24 11:27 11:30 11:33 11 :36 11 :39 11 :42 11:45 Freq. 100.0 yrs CN 77 Len 24 hrs Precip. 11.00 Flow cfs o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.6 Time hr:min 11:48 11: 51 11 :54 11 :57 12:00 12:03 12:06 12:09 12: 12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13:15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 Continued on next page Flow cfs 0.6 0.8 1.2 1.5 1. 7 1.8 1.6 1.1 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0. 1 0.1 0.1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 14:03 0.1 14:48 0.1 15:33 0.1 16: 18 0.1 14:06 0.1 14:51 0.1 15:36 0. 1 16:21 0.1 14:09 0.1 14:54 0. 1 15:39 0. 1 16:24 0.1 14: 12 0. 1 14:57 0. 1 15:42 0.1 16:27 0. 1 14: 15 0.1 15:00 0.1 15:45 0.1 16:30 0.1 14: 18 0.1 15:03 0.1 15:48 0.1 16:33 0.1 14:21 0.1 15:06 0.1 15:51 0. 1 16:36 0.1 14:24 0 .1 15:09 0.1 15:54 0. 1 16:39 0. 1 14:27 0.1 15: 12 0.1 15:57 0.1 16:42 0.1 14:30 0.1 15:15 0.1 16:00 0.1 16:45 0.1 14:33 0.1 15: 18 0. 1 16:03 0. 1 16:48 0.0 14:36 0.1 15:21 0.1 16:06 0.1 16:51 0.0 14:39 0.1 15:24 0.1 16:09 0.1 16:54 0.0 14:42 0.1 15:27 0.1 16: 12 0.1 16:57 0.1 14:45 0.1 15:30 0. 1 16: 15 0.1 17:00 0.0 Vollllle of runoff = 0.11 ac. ft. Depth of runoff = 7.34 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aaninistrative professional 3 Type SCS Desc. AREA 3 100YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:36 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1 :00 1 :03 1 :06 1 :09 1:12 1: 15 1: 18 1 :21 1 :24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1:51 1:54 1 :57 2:00 2:03 2:06 2:09 2:12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 Flow cfs 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7: 15 7:18 Freq. 100.0 yrs CN 98 Len 24 hrs Precip. 11.00 Flow cfs 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 Continued on next page Flow cfs 0. 1 0. 1 0. 1 0. 1 0. 1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0. 1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 Continued from previous page 9:36 0.1 10:30 0.2 11:24 0.3 12: 18 0.8 9:39 0.1 10:33 0.2 11:27 0.4 12:21 0.5 9:42 0.1 10:36 0.2 11:30 0.4 12:24 0.3 9:45 0.1 10:39 0.2 11 :33 0.4 12:27 0.2 9:48 0.1 10:42 0.2 11:36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.9 12:33 0.2 9:54 0.1 10:48 0.2 11:42 1.2 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1.3 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.4 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1.8 12:45 0.2 10:06 0.1 11:00 0.3 11:54 2.6 12:48 0.1 10:09 0.1 11 :03 0.3 11:57 3.3 12:51 0.0 10:12 0.1 11:06 0.3 12:00 3.7 12:54 0.2 10: 15 0.1 11:09 0.3 12:03 3.8 12:57 0.1 10: 18 0.1 11: 12 0.3 12:06 3.5 13:00 0.1 10:21 0.1 11: 15 0.3 12:09 2.5 13:03 0.0 10:24 0.2 11:18 0.3 12: 12 1.6 10:27 0.2 11: 21 0.3 12: 15 1.1 Vol1.111e of runoff = 0.21 ac. ft. Depth of runoff = 7.88 in. • File Name -emerald park plaza Proj. Leader keating Client swoboda Date 04/19/96 Job 96-330 Misc. Note -administrative professional 4 Type SCS Desc. AREA D 100YR Area 0.1 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 77 Len 24 hrs Precip. 11.00 Storm Dist Type II Time hr:min 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:12 7:15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 Volune of runoff = Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.04 ac. ft. Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11 :03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 11:30 11:33 11 :36 11 :39 11:42 11:45 11 :48 11: 51 11:54 11 :57 12:00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13: 12 13:15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 Flow cfs 0. 1 0. 1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.8 0.9 0.9 0.8 0.6 0.4 0.3 0.2 0.2 0. 1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 o.o Depth of runoff = 5 .62 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------5 Type SCS Desc. AREA E 100YR Area 0.1 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 98 Storm Dist Type 11 Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:36 0.0 2:51 0.0 5:06 0.0 7:21 0.0 0:39 0.0 2:54 0.0 5:09 0.0 7:24 0.0 0:42 o.o 2:57 o.o 5: 12 0.0 7:27 0.0 0:45 0.0 3:00 0.0 5: 15 0.0 7:30 0.0 0:48 0.0 3:03 0.0 5: 18 0.0 7:33 0.0 0:51 0.0 3:06 0.0 5:21 0.0 7:36 0.0 0:54 o.o 3:09 0.0 5:24 0.0 7:39 0.0 0:57 0.0 3: 12 0.0 5:27 0.0 7:42 0.0 1 :00 0.0 3: 15 0.0 5:30 0.0 7:45 0.0 1 :03 0.0 3:18 0.0 5:33 0.0 7:48 0.0 1 :06 0.0 3:21 0.0 5:36 o.o 7:51 0.0 1 :09 0.0 3:24 0.0 5:39 0.0 7:54 0.0 1:12 0.0 3:27 0.0 5:42 0.0 7:57 0.0 1: 15 0.0 3:30 0.0 5:45 0.0 8:00 0.0 1:18 o.o 3:33 0.0 5:48 0.0 8:03 0.0 1:21 0.0 3:36 o.o 5:51 0.0 8:06 0.0 1:24 0.0 3:39 0.0 5:54 0.0 8:09 0.0 1:27 0.0 3:42 0.0 5:57 0.0 8: 12 0.0 1 :30 0.0 3:45 0.0 6:00 0.0 8: 15 0.0 1 :33 o.o 3:48 0.0 6:03 o.o 8: 18 0.0 1:36 0.0 3:51 o.o 6:06 0.0 8:21 0.0 1:39 0.0 3:54 0.0 6:09 0.0 8:24 0.0 1 :42 0.0 3:57 0.0 6:12 0.0 8:27 0.0 1:45 0.0 4:00 0.0 6: 15 0.0 8:30 0.0 1:48 0.0 4:03 0.0 6:18 0.0 8:33 0.0 1:51 0.0 4:06 0.0 6:21 0.0 8:36 0.0 1 :54 0.0 4:09 0.0 6:24 0.0 8:39 0.0 1 :57 0.0 4: 12 0.0 6:27 0.0 8:42 0.0 2:00 0.0 4: 15 0.0 6:30 0.0 8:45 0.0 2:03 0.0 4:18 0.0 6:33 0.0 8:48 0.0 2:06 0.0 4:21 0.0 6:36 0.0 8:51 0.0 2:09 0.0 4:24 0.0 6:39 0.0 8:54 0.0 2: 12 0.0 4:27 0.0 6:42 0.0 8:57 0.0 2: 15 0.0 4:30 0.0 6:45 o.o 9:00 o.o 2: 18 0.0 4:33 0.0 6:48 0.0 9:03 0.0 2:21 0.0 4:36 0.0 6:51 0.0 9:06 0.0 2:24 0.0 4:39 0.0 6:54 0.0 9:09 0.0 2:27 0.0 4:42 0.0 6:57 0.0 9: 12 0.0 2:30 0.0 4:45 0.0 7:00 0.0 9: 15 0.0 2:33 0.0 4:48 0.0 7:03 0.0 9:18 0.0 2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.0 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.0 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.0 2:45 0.0 5:00 0.0 7: 15 0.0 9:30 0.0 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.0 Continued on next page Continued from previous page 9:36 0.0 10:27 0.1 11:18 0.1 12:09 0.8 9:39 0.0 10:30 0.1 11: 21 0.1 12:12 0.5 9:42 0.0 10:33 0.1 11:24 0.1 12: 15 0.3 9:45 0.0 10:36 0.1 11:27 o. 1 12: 18 0.2 9:48 0.0 10:39 0.1 11 :30 0.1 12:21 0.2 9:51 0.0 10:42 0.1 11:33 0.1 12:24 0. 1 9:54 0.0 10:45 0. 1 11 :36 0.2 12:27 0. 1 9:57 0.0 10:48 0. 1 11 :39 0.3 12:30 0.1 10:00 0.0 10:51 0. 1 11:42 0.4 12:33 0.1 10:03 0.0 10:54 0. 1 11:45 0.4 12:36 0.1 10:06 0.0 10:57 0. 1 11:48 0.4 12:39 0.1 10:09 0.0 11:00 0. 1 11: 51 0.5 12:42 0.1 10: 12 0.0 11:03 0. 1 11:54 0.8 12:45 0.1 10: 15 0.0 11:06 0.1 11 :57 1.0 12:48 0.0 10: 18 0.0 11:09 0.1 12:00 1.1 12:51 0.0 10:21 0.0 11: 12 0. 1 12:03 1.2 12:54 0.1 10:24 0.0 11: 15 0.1 12:06 1.1 12:57 0.0 Vol1.111e of runoff = 0.05 ac. ft. Depth of runoff = 6.25 in. --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -acininistrative professional --------------------------------------------------------------------------------6 Type SCS Desc. AREA F 100YR Area 0.3 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 98 Storm Dist Type II Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------0:36 0.0 2:51 0.0 5:06 0.0 7:21 0.1 0:39 0.0 2:54 0.0 5:09 0.0 7:24 0.1 0:42 0.0 2:57 0.0 5: 12 0.1 7:27 0.1 0:45 0.0 3:00 0.0 5: 15 0.1 7:30 0.1 0:48 0.0 3:03 0.0 5: 18 0.1 7:33 0. 1 0:51 0.0 3:06 0.0 5:21 0.1 7:36 0.1 0:54 0.0 3:09 0.0 5:24 0.1 7:39 0.1 0:57 0.0 3: 12 0.0 5:27 0.1 7:42 0. 1 1 :00 0.0 3: 15 0.0 5:30 0.1 7:45 0.1 1 :03 0.0 3: 18 0.0 5:33 0.1 7:48 0.1 1 :06 0.0 3:21 0.0 5:36 0.1 7:51 0. 1 1 :09 0.0 3:24 0.0 5:39 0.1 7:54 0. 1 1:12 0.0 3:27 0.0 5:42 0.1 7:57 0.1 1: 15 0.0 3:30 0.0 5:45 0.1 8:00 0. 1 1:18 0.0 3:33 0.0 5:48 0.1 8:03 0. 1 1 :21 0.0 3:36 0.0 5:51 0.1 8:06 0.1 1 :24 0.0 3:39 o.o 5:54 0.1 8:09 0.1 1 :27 0.0 3:42 0.0 5:57 0.1 8: 12 0.1 1:30 0.0 3:45 0.0 6:00 0. 1 8: 15 0.1 1 :33 0.0 3:48 0.0 6:03 0.1 8:18 0.1 1 :36 0.0 3:51 0.0 6:06 0.1 8:21 0. 1 1 :39 0.0 3:54 0.0 6:09 0.1 8:24 0.1 1 :42 0.0 3:57 0.0 6: 12 0. 1 8:27 0. 1 1:45 0.0 4:00 0.0 6: 15 0. 1 8:30 0.1 1:48 0.0 4:03 0.0 6: 18 0.1 8:33 0. 1 1 :51 0.0 4:06 0.0 6:21 0.1 8:36 0.1 1:54 0.0 4:09 0.0 6:24 0.1 8:39 0.1 1 :57 0.0 4: 12 0.0 6:27 0.1 8:42 0.1 2:00 0.0 4: 15 0.0 6:30 0.1 8:45 0.1 2:03 0.0 4:18 0.0 6:33 0.1 8:48 0.1 2:06 0.0 4:21 0.0 6:36 0.1 8:51 0.1 2:09 0.0 4:24 0.0 6:39 0.1 8:54 0. 1 2:12 0.0 4:27 0.0 6:42 0.1 8:57 0.1 2: 15 0.0 4:30 0.0 6:45 0.1 9:00 0.1 2: 18 0.0 4:33 0.0 6:48 0.1 9:03 0.1 2:21 0.0 4:36 0.0 6:51 0.1 9:06 0.1 2:24 0.0 4:39 0.0 6:54 0.1 9:09 0.1 2:27 0.0 4:42 0.0 6:57 0.1 9: 12 0.1 2:30 0.0 4:45 0.0 7:00 0.1 9: 15 0.1 2:33 0.0 4:48 0.0 7:03 0.1 9:18 0.1 2:36 0.0 4:51 0.0 7:06 0.1 9:21 0.1 2:39 0.0 4:54 0.0 7:09 0.1 9:24 0.1 2:42 0.0 4:57 0.0 7:12 0.1 9:27 0.1 2:45 0.0 5:00 0.0 7: 15 0.1 9:30 0.1 2:48 0.0 5:03 0.0 7:18 0.1 9:33 0.1 Continued on next page Continued from previous page 9:36 0.1 10:30 0.2 11:24 0.3 12: 18 0.7 9:39 0.1 10:33 0.2 11:27 0.3 12:21 0.5 9:42 0.1 10:36 0.2 11 :30 0.3 12:24 0.3 9:45 0.1 10:39 0.2 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.2 11:36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.8 12:33 0 .2 9:54 0.1 10:48 0.2 11:42 1.1 12 :36 0.2 9:57 0.1 10:51 0.2 11:45 1.2 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.3 12:42 0.2 10:03 0.1 10:57 0.2 11: 51 1.6 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.4 12:48 0. 1 10:09 0.1 11:03 0.2 11 :57 3.0 12:51 0 .0 10: 12 0.1 11:06 0 .2 12:00 3.3 12:54 0.2 10: 15 0.1 11:09 0.3 12:03 3.5 12 :57 0.1 10: 18 0.1 11:12 0.3 12:06 3.2 13:00 0. 1 10:21 0.1 11: 15 0.3 12:09 2.3 13:03 0.0 10:24 0.1 11:18 0.3 12: 12 1.4 10:27 0.1 11:21 0.3 12: 15 1.0 VollJ'lle of runoff = 0.19 ac. ft. Depth of runoff = 7.64 in . --------------------------------------------------------------------------------File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -administrative professional --------------------------------------------------------------------------------7 Type SCS Desc. AREA G 100YR Area 2.2 BC. Time of Concent. 10 min. Freq. 100.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1 :24 0.0 3:39 0.2 5:54 0.3 8:09 0.5 1 :27 0.0 3:42 0.2 5:57 0.3 8: 12 0.5 1 :30 0.0 3:45 0.2 6:00 0.3 8:15 0.5 1 :33 o.o 3:48 0.2 6:03 0.3 8: 18 0.5 1 :36 0.0 3:51 0.2 6:06 0.3 8:21 0.5 1 :39 0.0 3:54 0.2 6:09 0.3 8:24 0.6 1 :42 0.1 3:57 0.2 6: 12 0.4 8:27 0.6 1:45 0.1 4:00 0.2 6: 15 0.4 8:30 0.6 1:48 0.1 4:03 0.2 6: 18 0.4 8:33 0.6 1: 51 0. 1 4:06 0.2 6:21 0.4 8:36 0.6 1 :54 0. 1 4:09 0.2 6:24 0.4 8:39 0.6 1 :57 0. 1 4: 12 0.2 6:27 0.4 8:42 0.6 2:00 0.1 4: 15 0.2 6:30 0.4 8:45 0.6 2:03 0.1 4:18 0.2 6:33 0.4 8:48 0.6 2:06 0.1 4:21 0.3 6:36 0.4 8:51 0.6 2:09 0.1 4:24 0.3 6:39 0.4 8:54 0.6 2: 12 0.1 4:27 0.3 6:42 0.4 8:57 0.6 2: 15 0.1 4:30 0.3 6:45 0.4 9:00 0.6 2: 18 0.1 4:33 0.3 6:48 0.4 9:03 0.6 2:21 0.1 4:36 0.3 6:51 0.4 9:06 0.6 2:24 0.1 4:39 0.3 6:54 0.4 9:09 0.7 2:27 0.1 4:42 0.3 6:57 0.4 9: 12 0.7 2:30 0.1 4:45 0.3 7:00 0.4 9: 15 0.7 2:33 0.1 4:48 0.3 7:03 0.4 9:18 0.7 2:36 0.1 4:51 0.3 7:06 0.4 9:21 0.7 2:39 0.1 4:54 0.3 7:09 0.4 9:24 0.7 2:42 0.1 4:57 0.3 7:12 0.4 9:27 0.7 2:45 0.1 5:00 0.3 7: 15 0.4 9:30 0.7 2:48 0.1 5:03 0.3 7:18 0.4 9:33 0.7 2:51 0.1 5:06 0.3 7:21 0.4 9:36 0.7 2:54 0.1 5:09 0.3 7:24 0.4 9:39 0.8 2:57 0.1 5: 12 0.3 7:27 0.4 9:42 0.8 3:00 0.1 5: 15 0.3 7:30 0.4 9:45 0.8 3:03 0.1 5: 18 0.3 7:33 0.4 9:48 0.8 3:06 0.1 5:21 0.3 7:36 0.4 9:51 0.8 3:09 0.1 5:24 0.3 7:39 0.4 9:54 0.8 3: 12 0.1 5:27 0.3 7:42 0.4 9:57 0.8 3: 15 0.1 5:30 0.3 7:45 0.4 10:00 0.8 3: 18 0.1 5:33 0.3 7:48 0.4 10:03 0.8 3:21 0.2 5:36 0.3 7:51 0.4 10:06 0.8 3:24 0.2 5:39 0.3 7:54 0.4 10:09 0.9 3:27 0.2 5:42 0.3 7:57 0.4 10: 12 0.9 3:30 0.2 5:45 0.3 8:00 0.4 10: 15 0.9 3:33 0.2 5:48 0.3 8:03 0.4 10: 18 0.9 3:36 0.2 5:51 0.3 8:06 0.4 10:21 0.9 Continued on next page Continued from prev i ous page 10:24 1.0 11:18 1.9 12: 12 10. 1 13:06 1.3 10:27 1.0 11: 21 2.0 12:15 7 .1 13:09 1.3 10:30 1. 1 11 :24 2.2 12 : 18 5.6 13: 12 1.3 10:33 1. 1 11:27 2.3 12:21 4.7 13: 15 1.2 10:36 1.1 11:30 2.4 12:24 3.9 13: 18 1.2 10:39 1.2 11 :33 2.5 12:27 3.3 13:21 1.2 10:42 1.3 11:36 3.5 12:30 3.0 13:24 1.2 10:45 1.3 11 :39 5.9 12:33 2.8 13:27 1.1 10:48 1.4 11:42 7.9 12:36 2.7 13:30 0 .8 10:51 1.4 11:45 8.9 12:39 2.5 13:33 0.5 10:54 1.5 11:48 9.6 12:42 2.4 13:36 0.2 10:57 1.6 11:51 12. 1 12:45 2.3 13:39 1.1 11 :00 1.6 11:54 17.4 12:48 2.3 13:42 0.7 11:03 1.7 11 :57 22.0 12:51 2.2 13:45 0 .4 11 :06 1. 7 12:00 24.4 12:54 2.0 13:48 0.1 11:09 1.8 12:03 25.3 12:57 1.8 13:51 1.0 11:12 1.9 12:06 22.7 13:00 1.3 11 :15 1.9 12:09 16.0 13:03 1.3 Voliine of runoff = 1 .47 ac. ft. Depth of runoff = 8.04 in. File Name -emerald park plaza Date 04/19/96 Proj. Leader keating Client swoboda Job 96-330 Misc. Note -aclninistrative professional 8 Type SCS Desc. AREA H 100YR Area 0.1 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:36 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1 :00 1 :03 1 :06 1:09 1:12 1:15 1:18 1 :21 1:24 1:27 1 :30 1 :33 1 :36 1:39 1 :42 1 :45 1 :48 1:51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 Flow cfs 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 Time hr:min 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 Freq. 100.0 yrs CN 98 Len 24 hrs Precip. 11.00 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 Continued on next page Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Continued from previous page 9:36 0.0 10:27 0.1 11:18 0.1 12:09 0.8 9:39 0.0 10:30 0.1 11: 21 0.1 12:12 0.5 9:42 0.0 10:33 0.1 11:24 0.1 12:15 0.3 9:45 0.0 10:36 0.1 11:27 0.1 12: 18 0.2 9:48 0.0 10:39 0.1 11:30 0.1 12:21 0.2 9:51 0.0 10:42 0.1 11:33 0.1 12:24 0. 1 9:54 0.0 10:45 0.1 11:36 0.2 12:27 0.1 9:57 0.0 10:48 0.1 11:39 0.3 12:30 0.1 10:00 o.o 10:51 0.1 11:42 0.4 12:33 0.1 10:03 0.0 10:54 0.1 11:45 0.4 12:36 0.1 10:06 0.0 10:57 0.1 11:48 0.4 12:39 0. 1 10:09 0.0 11:00 0.1 11: 51 0.5 12:42 0. 1 10:12 0.0 11:03 0.1 11:54 0.8 12:45 0.1 10:15 0.0 11:06 0.1 11:57 1.0 12:48 0.0 10: 18 0.0 11:09 0.1 12:00 1.1 12:51 0.0 10:21 0.0 11:12 0.1 12:03 1.2 12:54 0.1 10:24 0.0 11:15 0.1 12:06 1.1 12:57 0.0 Vol1.111e of runoff = 0.05 ac. ft. Depth of runoff = 6.25 in . File Name -emerald park plaza Proj. Leader keating Client swoboda Date 05/06/96 Job 96-330 Misc. Note -administrative professional 15 Type scs Desc. scs AREA I DEV 100 YR Area 0.5 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1: 12 1:15 1:18 1 :21 1 :24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1:51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o. 1 0. 1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 Time hr:min 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 Freq. 100.0 yrs CN 95 Len 24 hrs Precip. 11.00 Flow cf s 0. 1 0. 1 0. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 Continued on next page Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 10: 12 0.2 11:06 0.4 12:00 6.0 12:54 0.4 10: 15 0.2 11:09 0.4 12:03 6.3 12:57 0.4 10: 18 0.2 11: 12 . 0.5 12:06 5.6 13:00 0.4 10:21 0.2 11:15 0.5 12:09 3.9 13:03 0.4 10:24 0.3 11:18 0.5 12: 12 2.5 13:06 0.4 10:27 0.3 11: 21 0.5 12:15 1. 7 13:09 0.4 10:30 0.3 11:24 0.5 12: 18 1.4 13: 12 0.4 10:33 0.3 11:27 0.6 12:21 1.2 13:15 0.4 10:36 0.3 11 :30 0.6 12:24 1.0 13: 18 0.2 10:39 0.3 11:33 0.6 12:27 0.8 13:21 0.1 10:42 0.3 11 :36 0.9 12:30 0.7 13:24 0.0 10:45 0.3 11 :39 1.5 12:33 0.7 13:27 0.3 10:48 0.3 11 :42 2.0 12:36 0.7 13:30 0.2 10:51 0.4 11 :45 2.2 12:39 0.6 13:33 0.1 10:54 0.4 11 :48 2.4 12:42 0.6 13:36 0.0 10:57 0.4 11: 51 3.0 12:45 0.6 13:39 0.3 11:00 0.4 11:54 4.3 12:48 0.5 11:03 0.4 11 :57 5.5 12:51 0.4 Vollllle of runoff = 0.36 ac. ft. Depth of runoff = 8.07 in. File Name -emerald park plaza Proj. Leader keating Client swoboda Date 05/06/96 Job 96 -330 Misc. Note -actninistrative professional 16 Type SCS Desc. SCS AREA J EX & DEV 100 YR Area 15.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:03 5:06 5:09 5: 12 5:15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 . 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 Flow cfs 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0 .4 0.4 0.4 0.5 0 .5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.0 Time hr:min 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 Flow cfs 1.0 1.0 1.0 1.0 1.0 1.1 1. 1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.5 1.6 1. 7 1.8 1.8 1.9 1.9 1.9 2.0 2.0 2.0 2.0 2. 1 2. 1 2.1 2.1 2.2 2.3 2.4 2.5 2.5 2.6 2.6 2.6 2.7 Time hr:min 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11 : 12 11: 15 11:18 11:21 11 :24 11:27 11 :30 11:33 11:36 11 :39 11 :42 11:45 Freq. 100.0 yrs CN 77 Len 24 hrs Precip. 11.00 Flow cfs 2.7 2.8 2.9 3.0 3.1 3.1 3.2 3.2 3.2 3.3 3.3 3.4 3.5 3.7 3.7 3.8 4.0 4.2 4.5 4.6 4.8 5.0 5.4 5.8 6.0 6.2 6.5 7.0 7.4 7.6 7.8 8.1 8.7 9.1 9.4 9.6 10. 1 10.9 11. 7 12. 1 12.9 18.8 31.6 42.8 49.2 Time hr:min 11:48 11: 51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12: 15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13 :03 13 :06 13 :09 13: 12 13: 15 13 :18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 Continued on next page Flow cf s 53.9 70.4 104.4 134.0 151.2 159.5 143.5 101.3 64.3 45.4 36.4 30.6 25.3 21.4 19.5 18.6 17.7 16.6 15.7 15.2 14.9 14.4 13.3 12.5 12.0 11.8 11.4 10.8 10.2 9.9 9.8 9.6 9.1 8.8 8.6 8 .5 8.3 8.0 8.0 7.9 7.9 7.8 7.8 7.7 7.7 ' Continued from previous page 14:03 7.6 14:57 6.7 15:51 5.8 16:45 4.9 14:06 7.6 15:00 6.7 15:54 5.8 16:48 3.3 14:09 7.5 15:03 6.6 15:57 5.7 16:51 2. 1 14: 12 7.5 15:06 6.6 16:00 5.7 16:54 0.8 14: 15 7.4 15:09 6.5 16:03 5.6 16:57 4.5 14: 18 7.4 15:12 6.5 16:06 5.6 17:00 3.2 14:21 7.3 15:15 6.4 16:09 5.5 17:03 1.9 14:24 7.3 15: 18 6.4 16: 12 5.5 17:06 0.7 14:27 7.2 15:21 6.3 16: 15 5.4 17:09 4.3 l 14:30 7.2 15:24 6.3 16: 18 5.4 17:12 3.1 14:33 7.1 15:27 6.2 16:21 5.3 17: 15 1.8 14:36 7.1 15:30 6.2 16:24 5.3 17: 18 0.6 14:39 7.0 15:33 6.1 16:27 5.2 17:21 4.2 14:42 7.0 15:36 6.1 16:30 5.2 17:24 3.0 14:45 6.9 15:39 6.0 16:33 5. 1 17:27 1. 7 14:48 6.9 15:42 6.0 16:36 5.1 17:30 0.5 14:51 6.8 15:45 5.9 16:39 5.0 14:54 6.8 15:48 5.9 16:42 5.0 Vollllle of runoff = 9.73 ac. ft. Depth of runoff = 7.43 in. to. .. ----- PRELIMINARY ENGINE Emerald Park PAVING & DRAINAGE NO. DESCRIPTION 2" H.M.A.C. (Type D) 2a 4" H .M.A.C. Coarse Base or 2b 6" Crushed Limesone Base 3 Lime Stabilized Subgrade 4 Reinforced Concrete Curb & Gutter 5 6' Reinforced Concrete Sidewalk 6 Common Roadway Excavation & Embankment 7 Stamped, Colored Concrete Pavement 8 Handrail 9 Reinf. Concrete Valley Gutter 10 Reinf. Concrete Handicap Ramps DRAINAGE IMPROVEMENTS NO. DESCRIPTION 11 Tie & Construct TxDot Headwall 12 54" R.C.P. 13 24" R.C .P. 14 18"R.C.P. 15 Standard Junction Box w/Grate Inlet 16 Standard 1 O' Recessed Inlet 17 Standard 15' Recessed Inlet 18 Connect to Existing 54" R.C.P. 19 4" Cone . Rip-Rap @ end of Exist. TxDot Box Culvert & Prop . 54" R.C.P. 20 Silt Fencing 21 Seeding 22 Compacted Ditch Fill 23 Cement Stabilized Embedment WATER IMPROVEMENTS NO . DESCRIPTION 24 8" P.V .C. DR-14 Water Line 25 Std . Fire Hydrant Assembly (Type 2) 26 8" M.J. Gate Valve & Box 27 8"x 8" Tapping Saddle 28 8" -45 deg M.J . Bend 29 Cement Stabilized Embedment UNIT S.Y . S.Y . S.Y. S.Y. L.F . S.F. C.Y . S.Y . L.F . S.F. EA. 3267 3827 1723 5220 2400 180 24 650 3 $4.75 $2 .50 $6 .75 $2 .50 $7 .00 $4.50 $175.00 $3.50 $250 .00 TOT AL PAVING & DRAINAGE COST $15,518.25 $9,567 .50 $11,630.25 $13,050.00 $16,800.00 $810.00 $4,200.00 $2 ,275.00 $750.00 $83,585 .25 UNIT QTY . UNIT COST TOTAL COST L.S . L.F. L.F. L.F. EA . EA. EA . L.S . C.Y . L.F. S.Y. C.Y. L.F. 1 $5 ,000 .00 186 $70.00 105 $30.00 43 $20 .00 $3 ,000 .00 $3 ,000 .00 $3 ,500 .00 1 $400.00 8 $500.00 545 $1 .50 350 $0 .50 1125 $5 .00 120 $5 .00 TOTAL DRAINAGE COST $5,000 .00 $13,020 .00 $3, 150.00 $860.00 $3,000.00 $3,000.00 $3,500 .00 $400 .00 $4,000.00 $817 .50 $175 .00 $5,625 .00 $600 .00 $43, 147.50 UNIT QTY . UNIT COST TOTAL COST L.F . EA . EA . EA . EA. L.F . 355 $8 .50 $2 ,000.00 $500.00 $2 ,250.00 1 $225 .00 160 $5.00 TOTAL WATER IMPROVEMENTS COST Page 1 $3 ,017 .50 $2,000.00 $500.00 $2,250.00 $225.00 $800 .00 $8,792.50 SEWER IMPROVEMENTS NO. DESCRIPTION UNIT QTY . UNIT COST TOTAL COST 30 6" P.V .C. Sanitary Sewer Line (6'-8') L.F. 112 $14.00 $1,568.00 31 6" P.V.C . Sanitary Sewer Line (8'-10') L.F. 68 $16.00 $1,088 .00 32 6" P.V .C. Sanitary Sewer Line (10'-12') L.F. 10 $18 .00 $180 .00 33 8" P.V.C. Sanitary Sewer Line (8'-10') L.F . 35 $20.00 $700.00 34 8" P.V.C. Sanitary Sewer Line (10'-12') L.F . 130 $20.00 $2 ,600.00 35 8" P.V.C. Sanitary Sewer Line (12'-14') L.F . 181 $22.00 $3,982.00 36 8" P.V.C . Sanitary Sewer Line (14'-16') L.F. 43 $22.00 $946.00 37 Standard Manhole w/Ring & Cover E.A. 5 $2 ,500 .00 $12,500.00 38 Extra Vertical Depth V .F. 23 .5 $2 .00 $47 .00 39 Tie to Existing S.S. Line E.A . 2 $250.00 $500.00 40 Cement Stabilized Embedment L.F . 70 $2 .75 $192.50 41 Grout Existing 8" Sewer L.S . 1 $1,000.00 $1,000 .00 42 Trench Safety L.F . 579 $2.00 $1,158.00 TOTAL SANITARY SEWER IMPROVEMENTS COST $26,461 .50 CONDUIT/ ELECTRICAL IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 43 2" PVC Conduit L.F. 3375 $2.00 $6,750.00 44 4" PVC Conduit L.F. 4325 $2.50 $10,812 .50 45 Reinforced Concrete Junction Box Pad EA . 2 $3 ,000.00 $6 ,000.00 TOTAL CONDUIT/ELECTRICAL IMPROVEMENTS COST $23,562 .50 PROJECT COST $185,549.25 CONTINGENCY (10%) $18,554.93 TOTAL PROJECT COST $204, 104.18 ?LAN~ A-Nb B;;T/rnt\\E ~b 5-n-'7~ ?/11 ~c-Yc-P • · · estimate is based upon unapproved construction plans, and shou bidding purposes. Page 2 I -c: :r " c I , I 1 i I I IYONO STAMPED ~v•~T '~~-.A PROPn s rn .,, .,, = .. , = ~ <..::> -< ,__ ; iS = .._._ ...., , ~ = , -16. 5' ... ... .,, ... , ... ... ... .,, .,, .. ... ... ... .,, .. , .. ... ... ... -I; .,, ... ... .... ... ... , .. ~ .. ... ... .... ... , ... , ... ... ... ... 10" . • • ... . . . . • . . • • . . ;~ .... ... . ' . • ,. • .• ... .. ' . • :}~. • ..• '· . <.:> . N FLOW / EX WINGWALL TO BE REMOVED ~ REPLACED WITH HEADWALL AND FLARED WINyWA~L FOR PROP 4 X6 BOX EXTENSION SCALE 1" = 40' PROPOSED HEADWALL AND FLARED WINGWALL AND ALL ASSOCIATED EMBEDMENT, COMPACTIC REINFORCEMENT, ETC. AS PER TxDOT DETAIL CH.u.FER ALL EXPOSED EDGES -,,~· ~ \ \ \ / .. ... .. .. "' • Q. 0 "" I V.L ,.A.·:: ...,. .. ,.,., ... ,,.-.-,.;• ,,_,_.,._ .. I ON3D<3 ll't'HS NOl:lc!'t 3.l.3ll'.lH0'.l °Tl f..:' b Q) \ u 0 J 0 0 n..:-·-" -:.:· ..... o-:. /) ! 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