2112 carruthers cemetery fsr 21mar14

185 B lake AvenueWi l lowdale On tar ioM2M 1B5 CANADA

te l 416 .730.0886fax 416 .250.0328c os i m o @c osm op o l i ta n.ca

development consultants project managers design bui lders engineers

associates inc.cosmopolitan

March 24, 2014

Functional Servicing Report For

Carruthers Creek Cemetery Development 650 Lakeridge Road

Ajax, Ontario

For

Steeple Hill On The Lake Inc.


Carruthers Creek Cemetery Preliminary Functional Servicing Report of 69

1. Existing Condition The proposed development is situated in the south east corner of the Carruthers Creek Golf and Country Club. The proposed development would be comprised of a severance area of approximately 88,657 square meters (8.86Ha) from the golf course site for the purpose of developing the site as a cemetery. The development area will be bounded to the north and west by the balance of the golf course, to the east by Lakeridge Road, and to the south by a residential property and farmland. The proposed development area is presently used as a golf practice green and five holes and fairways. There is an existing house, presently used as offices, with approximately 14 parking spaces along the existing roadway, and an existing maintenance building at the northwest limit of the proposed development. Storm drainage in the area of the proposed site is surface runoff, predominantly to an existing ditch at the east property line, along the west side of Lakeridge Road (7.81Ha) and 2.01 Ha of the total property drains to the south west corner of the site. There are three ponds on the site – two at the north end contained entirely within the development area, which are feature ponds for the golf course – and one shallower one in the southwest corner which is mostly within the development area, excavated by the golf course and presently used as a source of irrigation water, in what is primarily a low lying area near the site outfall.



2. Proposed Development 2.1 Grading and Roads The proposed cemetery maintains a number of the features of the existing golf course. Specifically, the existing house is to be retained as the offices for the new cemetery and the existing maintenance building is to be retained for the same purpose. The existing roads are also to be retained and approximately 862m of additional roads are to be constructed for access to burial sites. The existing parking areas are to be re-configured. As documented in the hydrogeology report for the site, the property has a relatively high water table. Single-depth burials are placed at a bottom depth of 1.67m. The underside of the vault is customarily situated 0.5m or more above the ground water table. For double depth burials, the underside of the lower vault is 2.6m below finished grade and the overall depth, including 0.5m clearance, is 3.10m above the observed water table. (These clearances do not apply to cremated remains.) Accordingly, considerable filling of the proposed site is required in the area of proposed burials (but not in cremation gardens) and the proposed elevations reflect the aforementioned requirements. We note, however, that even with the proposed fill existing storm runoff patterns are essentially maintained. The existing ponds toward the north end of the site are to be maintained. The existing pond in the southwest corner is to be filled, in anticipation of potential future expansion of the site. A permit for filling this pond has been issued by the Central Lake Ontario Region Conservation Authority (Permit No. RPRG4253). There is a 15m buffer excluding traditional interment around the perimeter of the site (cremated remains are permissible). Also, the proposed grading is limited to areas beyond the drip line of existing trees at the perimeter of the property, as identified on the Landscape Architect’s plans for the site. 2.2 Storm Water Quantity Control For the overall site, as noted in section 1 above, 7.81Ha drains to the existing ditch at the east property line, along the west side of Lakeridge Road. Of this area, a portion of approximately 1.436Ha drains to the ditch immediately south of the existing driveway entrance to Lakeridge Road and is in an area of the site where no work, other than re-surfacing of the existing driveway, is proposed. Accordingly, we have excluded this area from the analysis for the site as “unchanged”, for a resulting net area draining to the south east of 6.378Ha. Similarly, for the 2.008 Ha of the area being developed drain to the south west corner of the site, 1.38Ha, drains to the southwest corner of the property. A much smaller catchment area (0.16Ha) drains to the west and then south along the west property line to the south west corner of the site. This area is “unchanged”



and almost entirely within the 15m buffer at the edge of the site. Accordingly, it too was excluded from the analysis of site runoff.

Areas: Catchment Area (m2)

Area (Ha) Impervious Area

Percent C CN

South East

1 Center Pond 8833 0.883 1010 11.43% 0.280 76.74

2 North West 9018 0.902 725 8.03% 0.256 75.93

3 North Culvert 3415 0.341 789 23.10% 0.362 79.54

4 Reception 2658 0.266 495 18.62% 0.330 78.47

5 East 17532 1.753 1707 9.74% 0.268 76.34

6 South East 16027 1.603 1029 6.42% 0.245 75.54

Total, East: 57480 5.748 5754 10.01% 0.270

South West

7 SW 18523 1.852 1743 9.41% 0.266 76.26

X West External 1559 0.156 0 0.00% 0.200 74.00

Total, West: 20083 2.008 1743 8.68% 0.261

East

X East External 11094 1.109 (outside development area)

Total, Whole Site: 88657 8.865

As with most cemeteries, the proposed development represents a minimal change in the impervious area of the site. Considering the impervious areas (buildings and roads, excluding ones in draining to the north east unchanged area):

Impervious Areas

Existing Existing Percent

Proposed ProposedPercent

East 1040 5754 West 1743 TOTAL (sq.m.) 1040 1.13% 7497 8.16%



Considering the entire property, including unchanged areas, impervious areas are as follows: We have modeled the site using SWMHYMO and the results are included in Appendix A hereof. We note that the smaller pond, to the west of the existing building to be retained, does not have a defined outfall. As such, it has been modeled as a detention basin with storage and no outfall up to the existing freeboard and then virtually unlimited runoff once the top of bank is reached. (Retained storm flow is dispersed by infiltration, evaporation, or used for irrigation.) The resultant change in runoff, between the existing use and the proposed cemetery is minimal, if not negligible as within modeling parameters and assumptions.

We submit therefore that additional controls are unwarranted. 2.3 Storm Water Quality Control The proposed change of use from golf course to cemetery will improve runoff water quality. According to studies and recommendations by the Ontario Ministry of Agriculture and Food and Rural Affairs (OMAFRA), “low use” sod, as used in cemeteries, has lower fertilizer requirements than golf courses or farmland. Furthermore, the proposed roads have extremely low (occasional) vehicular traffic and thus cannot be considered an additional source of contaminants. Water quality is also improved by overland flow through garden areas. In addition, the proposed drainage ditches (from the culvert under road segment A4 and along the south property line) will be constructed as bioswales 1m wide and

Impervious Areas

Existing Existing Percent

Proposed ProposedPercent

East 1040 5754 West 1743 TOTAL (sq.m.) 1040 3.1% 7497 8.46%

Storm Return: 2 5 10 25 50 100

Predevelopment flow (m3/s) To South East 0.152 0.255 0.378 0.558 0.700 0.855 To South West 0.036 0.060 0.088 0.121 0.162 0.197 Total: 0.188 0.315 0.466 0.679 0.862 1.052 Post-developent (m3/s) To South East 0.152 0.252 0.367 0.533 0.662 0.800 To South West 0.049 0.082 0.121 0.177 0.221 0.270 Total: 0.201 0.334 0.488 0.710 0.883 1.070 Difference (m3/s): 0.013 0.019 0.022 0.031 0.021 0.018 (l/s): 13 19 22 31 21 18



approximately 1.5m deep to further improve water quality and augment infiltration. 2.4 Other Utilities The current house is serviced by a local well plus gas and electric services from Lakeridge Road via the main entrance to the golf course. No additional services or changes to the existing services are planned for the site at this time. Sanitary service is provided by an existing septic bed and the current bed is to be retained and unchanged. The existing building is two storeys of approximately 194m2 each, for a total G.F.A. of approximately 388m2. It is our understanding that per O.B.C. 3.2.5.4(1) a fire route does not need to be designated since the building is two stories and less than 600m2.



3. Conclusion The proposed development is consistent with and, when it comes to water quality, an improvement to the current use of the site. The proposed development will not substantially alter the direction and quantity of storm runoff from the site. Respectfully submitted, Cosmopolitan Associates Inc. per: Mauro Savoldelli, P.Eng.



Appendix A SWMHYMO Data



INPUT FILE 2 * *# CARRUTHERS CREEK CEMETERY *# STORM WATER MANAGEMENT PLAN *# JOB # 2112 *# MARCH 2014 *# IDF Curves from City of Toronto *# *# OUTFLOW TO 2 YEAR FLOW POST-DEVEL. LEVELS *# * START START TIME= 0.0 UNITS= 2 * *#***** 2 YR STORM *************************************************** CHICAGO STORM UNITS= 2 metric DT=4.0 hrs R=0.375 SDT=5 min ICASE=1 A=696.484 B=4.875 C=0.81 * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* CALIB NASHYD ID=1 NHYD=101 DT=5.0 min AREA=1.379 ha DWF=0.0 cms CN=75.81 IA=7.3 N=3 TP=0.10 hr END=-1 * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* CALIB NASHYD ID=2 NHYD=201 DT=5.0 min AREA=6.378 ha DWF=0.0 cms CN=74 IA=7.3 N=3 TP=0.1 hr END=-1 *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* CALIB NASHYD ID=1 NHYD=1001 DT=5.0 min AREA=0.883 ha DWF=0.0 cms CN=76.74 IA=7.3 N=3 TP=0.10 hr END=-1 ROUTE RESERVOIR ID=9 NHYD=1901 IDIN=1 DT=5 min DISCH(cms) STORAGE(ha m) 0.0 0.0 0.0001 0.011748 9.9999 0.017622 END=-1 * *#*********************************



*# DRAINAGE AREA 2 *# NORTH WEST *#********************************* CALIB NASHYD ID=2 NHYD=1101 DT=5.0 min AREA=0.902 ha DWF=0.0 cms CN=75.93 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=1211 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * CALIB NASHYD ID=1 NHYD=3001 DT=5.0 min AREA=0.341 ha DWF=0.0 cms CN=79.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=3801 IDONE=1 IDTWO=8 * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * CALIB NASHYD ID=1 NHYD=4001 DT=5.0 min AREA=0.266 ha DWF=0.0 cms CN=78.47 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=7 NHYD=910 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * CALIB NASHYD ID=1 NHYD=5001 DT=5.0 min AREA=1.753 ha DWF=0.0 cms CN=84 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=701 IDONE=1 IDTWO=7 * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* CALIB NASHYD ID=1 NHYD=701 DT=5.0 min AREA=1.603 ha DWF=0.0 cms CN=75.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=7600 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * CALIB NASHYD ID=1 NHYD=7001 DT=5.0 min AREA=1.852 ha DWF=0.0 cms CN=76.26 IA=7.3 N=3 TP=0.10 hr END=-1 *~~



* *#***** 5 YR STORM *************************************************** CHICAGO STORM UNITS= 2 metric DT=2.0 hrs R=0.333 SDT=5 min ICASE=1 A=1022.724 B=5.256 C=0.826 * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* CALIB NASHYD ID=1 NHYD=101 DT=5.0 min AREA=1.379 ha DWF=0.0 cms CN=75.81 IA=7.3 N=3 TP=0.10 hr END=-1 * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* CALIB NASHYD ID=2 NHYD=201 DT=5.0 min AREA=6.378 ha DWF=0.0 cms CN=74 IA=7.3 N=3 TP=0.1 hr END=-1 *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* CALIB NASHYD ID=1 NHYD=1001 DT=5.0 min AREA=0.883 ha DWF=0.0 cms CN=76.74 IA=7.3 N=3 TP=0.10 hr END=-1 ROUTE RESERVOIR ID=9 NHYD=1901 IDIN=1 DT=5 min DISCH(cms) STORAGE(ha m) 0.0 0.0 0.0001 0.011748 9.9999 0.017622 END=-1 * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* CALIB NASHYD ID=2 NHYD=1101 DT=5.0 min AREA=0.902 ha DWF=0.0 cms CN=75.93 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=1211 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * CALIB NASHYD ID=1 NHYD=3001 DT=5.0 min AREA=0.341 ha DWF=0.0 cms CN=79.54 IA=7.3 N=3 TP=0.10 hr



END=-1 ADD HYD ID=9 NHYD=3801 IDONE=1 IDTWO=8 * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * CALIB NASHYD ID=1 NHYD=4001 DT=5.0 min AREA=0.266 ha DWF=0.0 cms CN=78.47 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=7 NHYD=910 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * CALIB NASHYD ID=1 NHYD=5001 DT=5.0 min AREA=1.753 ha DWF=0.0 cms CN=84 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=701 IDONE=1 IDTWO=7 * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* CALIB NASHYD ID=1 NHYD=701 DT=5.0 min AREA=1.603 ha DWF=0.0 cms CN=75.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=7600 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * CALIB NASHYD ID=1 NHYD=7001 DT=5.0 min AREA=1.852 ha DWF=0.0 cms CN=76.26 IA=7.3 N=3 TP=0.10 hr END=-1 *~~ * *#***** 10 YR STORM *************************************************** CHICAGO STORM UNITS= 2 metric DT=2.0 hrs R=0.333 SDT=5 min ICASE=1 A=1331.164 B=6.006 C=0.847 * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* CALIB NASHYD ID=1 NHYD=101 DT=5.0 min AREA=1.379 ha DWF=0.0 cms CN=75.81 IA=7.3 N=3 TP=0.10 hr



END=-1 * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* CALIB NASHYD ID=2 NHYD=201 DT=5.0 min AREA=6.378 ha DWF=0.0 cms CN=74 IA=7.3 N=3 TP=0.1 hr END=-1 *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* CALIB NASHYD ID=1 NHYD=1001 DT=5.0 min AREA=0.883 ha DWF=0.0 cms CN=76.74 IA=7.3 N=3 TP=0.10 hr END=-1 ROUTE RESERVOIR ID=9 NHYD=1901 IDIN=1 DT=5 min DISCH(cms) STORAGE(ha m) 0.0 0.0 0.0001 0.011748 9.9999 0.017622 END=-1 * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* CALIB NASHYD ID=2 NHYD=1101 DT=5.0 min AREA=0.902 ha DWF=0.0 cms CN=75.93 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=1211 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * CALIB NASHYD ID=1 NHYD=3001 DT=5.0 min AREA=0.341 ha DWF=0.0 cms CN=79.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=3801 IDONE=1 IDTWO=8 * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * CALIB NASHYD ID=1 NHYD=4001 DT=5.0 min AREA=0.266 ha DWF=0.0 cms CN=78.47 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=7 NHYD=910 IDONE=1 IDTWO=9 * *#*********************************



*# DRAINAGE AREA 5 *# EAST *#********************************* * CALIB NASHYD ID=1 NHYD=5001 DT=5.0 min AREA=1.753 ha DWF=0.0 cms CN=84 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=701 IDONE=1 IDTWO=7 * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* CALIB NASHYD ID=1 NHYD=701 DT=5.0 min AREA=1.603 ha DWF=0.0 cms CN=75.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=7600 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * CALIB NASHYD ID=1 NHYD=7001 DT=5.0 min AREA=1.852 ha DWF=0.0 cms CN=76.26 IA=7.3 N=3 TP=0.10 hr END=-1 *~~ * *#***** 25 YR STORM *************************************************** CHICAGO STORM UNITS= 2 metric DT=2.0 hrs R=0.333 SDT=5 min ICASE=1 A=1606.048 B=6.006 C=0.85 * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* CALIB NASHYD ID=1 NHYD=101 DT=5.0 min AREA=1.379 ha DWF=0.0 cms CN=75.81 IA=7.3 N=3 TP=0.10 hr END=-1 * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* CALIB NASHYD ID=2 NHYD=201 DT=5.0 min AREA=6.378 ha DWF=0.0 cms CN=74 IA=7.3 N=3 TP=0.1 hr END=-1 *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1



*# CENTER POND *#********************************* CALIB NASHYD ID=1 NHYD=1001 DT=5.0 min AREA=0.883 ha DWF=0.0 cms CN=76.74 IA=7.3 N=3 TP=0.10 hr END=-1 ROUTE RESERVOIR ID=9 NHYD=1901 IDIN=1 DT=5 min DISCH(cms) STORAGE(ha m) 0.0 0.0 0.0001 0.011748 9.9999 0.017622 END=-1 * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* CALIB NASHYD ID=2 NHYD=1101 DT=5.0 min AREA=0.902 ha DWF=0.0 cms CN=75.93 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=1211 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * CALIB NASHYD ID=1 NHYD=3001 DT=5.0 min AREA=0.341 ha DWF=0.0 cms CN=79.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=3801 IDONE=1 IDTWO=8 * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * CALIB NASHYD ID=1 NHYD=4001 DT=5.0 min AREA=0.266 ha DWF=0.0 cms CN=78.47 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=7 NHYD=910 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * CALIB NASHYD ID=1 NHYD=5001 DT=5.0 min AREA=1.753 ha DWF=0.0 cms CN=84 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=701 IDONE=1 IDTWO=7 * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* CALIB NASHYD ID=1 NHYD=701 DT=5.0 min AREA=1.603 ha DWF=0.0 cms CN=75.54 IA=7.3 N=3 TP=0.10 hr



END=-1 ADD HYD ID=8 NHYD=7600 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * CALIB NASHYD ID=1 NHYD=7001 DT=5.0 min AREA=1.852 ha DWF=0.0 cms CN=76.26 IA=7.3 N=3 TP=0.10 hr END=-1 *~~ * *#***** 50 YR STORM *************************************************** *# CHICAGO STORM UNITS= 2 metric DT=2.0 hrs R=0.333 SDT=5 min ICASE=1 A=1831.947 B=6.012 C=0.856 * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* CALIB NASHYD ID=1 NHYD=101 DT=5.0 min AREA=1.379 ha DWF=0.0 cms CN=75.81 IA=7.3 N=3 TP=0.10 hr END=-1 * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* CALIB NASHYD ID=2 NHYD=201 DT=5.0 min AREA=6.378 ha DWF=0.0 cms CN=74 IA=7.3 N=3 TP=0.1 hr END=-1 *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* CALIB NASHYD ID=1 NHYD=1001 DT=5.0 min AREA=0.883 ha DWF=0.0 cms CN=76.74 IA=7.3 N=3 TP=0.10 hr END=-1 ROUTE RESERVOIR ID=9 NHYD=1901 IDIN=1 DT=5 min DISCH(cms) STORAGE(ha m) 0.0 0.0 0.0001 0.011748 9.9999 0.017622 END=-1 * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST



*#********************************* CALIB NASHYD ID=2 NHYD=1101 DT=5.0 min AREA=0.902 ha DWF=0.0 cms CN=75.93 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=1211 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * CALIB NASHYD ID=1 NHYD=3001 DT=5.0 min AREA=0.341 ha DWF=0.0 cms CN=79.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=3801 IDONE=1 IDTWO=8 * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * CALIB NASHYD ID=1 NHYD=4001 DT=5.0 min AREA=0.266 ha DWF=0.0 cms CN=78.47 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=7 NHYD=910 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * CALIB NASHYD ID=1 NHYD=5001 DT=5.0 min AREA=1.753 ha DWF=0.0 cms CN=84 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=701 IDONE=1 IDTWO=7 * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* CALIB NASHYD ID=1 NHYD=701 DT=5.0 min AREA=1.603 ha DWF=0.0 cms CN=75.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=7600 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * CALIB NASHYD ID=1 NHYD=7001 DT=5.0 min AREA=1.852 ha DWF=0.0 cms CN=76.26 IA=7.3 N=3 TP=0.10 hr END=-1 *~~ * *#***** 100 YR STORM *************************************************** *#



CHICAGO STORM UNITS= 2 metric DT=2.0 hrs R=0.333 SDT=5 min ICASE=1 A=2031.456 B=6.006 C=0.857 * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* CALIB NASHYD ID=1 NHYD=101 DT=5.0 min AREA=1.379 ha DWF=0.0 cms CN=75.81 IA=7.3 N=3 TP=0.10 hr END=-1 * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* CALIB NASHYD ID=2 NHYD=201 DT=5.0 min AREA=6.378 ha DWF=0.0 cms CN=74 IA=7.3 N=3 TP=0.1 hr END=-1 *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* CALIB NASHYD ID=1 NHYD=1001 DT=5.0 min AREA=0.883 ha DWF=0.0 cms CN=76.74 IA=7.3 N=3 TP=0.10 hr END=-1 ROUTE RESERVOIR ID=9 NHYD=1901 IDIN=1 DT=5 min DISCH(cms) STORAGE(ha m) 0.0 0.0 0.0001 0.011748 9.9999 0.017622 END=-1 * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* CALIB NASHYD ID=2 NHYD=1101 DT=5.0 min AREA=0.902 ha DWF=0.0 cms CN=75.93 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=1211 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * CALIB NASHYD ID=1 NHYD=3001 DT=5.0 min AREA=0.341 ha DWF=0.0 cms CN=79.54 IA=7.3 N=3 TP=0.10 hr END=-1



ADD HYD ID=9 NHYD=3801 IDONE=1 IDTWO=8 * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * CALIB NASHYD ID=1 NHYD=4001 DT=5.0 min AREA=0.266 ha DWF=0.0 cms CN=78.47 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=7 NHYD=910 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * CALIB NASHYD ID=1 NHYD=5001 DT=5.0 min AREA=1.753 ha DWF=0.0 cms CN=84 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=9 NHYD=701 IDONE=1 IDTWO=7 * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* CALIB NASHYD ID=1 NHYD=701 DT=5.0 min AREA=1.603 ha DWF=0.0 cms CN=75.54 IA=7.3 N=3 TP=0.10 hr END=-1 ADD HYD ID=8 NHYD=7600 IDONE=1 IDTWO=9 * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * CALIB NASHYD ID=1 NHYD=7001 DT=5.0 min AREA=1.852 ha DWF=0.0 cms CN=76.26 IA=7.3 N=3 TP=0.10 hr END=-1 * * * FINISH



OUTPUT FILE ============================================================================= SSSSS W W M M H H Y Y M M OOO 999 999 ========= S W W W MM MM H H Y Y MM MM O O 9 9 9 9 SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver. 4.02 S W W M M H H Y M M O O 9999 9999 July 1999 SSSSS W W M M H H Y M M OOO 9 9 ========= 9 9 9 9 # 4139348 StormWater Management HYdrologic Model 999 999 ========= *************************************************************************** *************************** SWMHYMO-99 Ver/4.02 *************************** ******* A single event and continuous hydrologic simulation model ******* ******* based on the principles of HYMO and its successors ******* ******* OTTHYMO-83 and OTTHYMO-89. ******* *************************************************************************** ******* Distributed by: J.F. Sabourin and Associates Inc. ******* ******* Ottawa, Ontario: (613) 727-5199 ******* ******* Gatineau, Quebec: (819) 243-6858 ******* ******* E-Mail: [email protected] ******* *************************************************************************** +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++ Licensed user: Cosmopolitan Associates Inc. +++++++ +++++++ Willowdale SERIAL#:4139348 +++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ *************************************************************************** ******* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ ******* ******* Maximum value for ID numbers : 10 ******* ******* Max. number of rainfall points: 15000 ******* ******* Max. number of flow points : 15000 ******* *************************************************************************** ******************** D E T A I L E D O U T P U T ******************** *************************************************************************** * DATE: 2014-03-27 TIME: 13:32:09 RUN COUNTER: 000015 * *************************************************************************** * Input filename: F:\2112v1.DAT * * Output filename: F:\2112v1.out * * Summary filename: F:\2112v1.sum * * User comments: * * 1:______________________________________________________________________* * 2:______________________________________________________________________* * 3:______________________________________________________________________* *************************************************************************** ------------------------------------------------------------------------------- 001:0001----------------------------------------------------------------------- * *# CARRUTHERS CREEK CEMETERY *# STORM WATER MANAGEMENT PLAN *# JOB # 2112 *# MARCH 2014 *# IDF Curves from City of Toronto *# *# OUTFLOW TO 2 YEAR FLOW POST-DEVEL. LEVELS *#



* -------------------- | START | Project dir.: F:\ -------------------- Rainfall dir.: F:\ TZERO = .00 hrs on 0 METOUT= 2 (output = METRIC) NRUN = 001 NSTORM= 0 ------------------------------------------------------------------------------- 001:0002----------------------------------------------------------------------- * *#***** 2 YR STORM *************************************************** -------------------- | CHICAGO STORM | IDF curve parameters: A= 696.484 | Ptotal= 32.35 mm | B= 4.875 -------------------- C= .810 used in: INTENSITY = A / (t + B)^C Duration of storm = 4.00 hrs Storm time step = 5.00 min Time to peak ratio = .38 TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr .08 1.764 | 1.08 5.525 | 2.08 6.267 | 3.08 2.482 .17 1.861 | 1.17 6.929 | 2.17 5.513 | 3.17 2.371 .25 1.971 | 1.25 9.376 | 2.25 4.929 | 3.25 2.271 .33 2.096 | 1.33 14.688 | 2.33 4.464 | 3.33 2.179 .42 2.240 | 1.42 34.130 | 2.42 4.083 | 3.42 2.095 .50 2.408 | 1.50 108.977 | 2.50 3.767 | 3.50 2.018 .58 2.606 | 1.58 41.397 | 2.58 3.499 | 3.58 1.947 .67 2.844 | 1.67 21.594 | 2.67 3.270 | 3.67 1.882 .75 3.136 | 1.75 14.450 | 2.75 3.071 | 3.75 1.821 .83 3.502 | 1.83 10.849 | 2.83 2.896 | 3.83 1.764 .92 3.976 | 1.92 8.700 | 2.92 2.742 | 3.92 1.711 1.00 4.615 | 2.00 7.276 | 3.00 2.605 | 4.00 1.661 ------------------------------------------------------------------------------- 001:0003----------------------------------------------------------------------- * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.38 Curve Number (CN)=75.81 | 01:000101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .527 PEAK FLOW (cms)= .036 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 5.915 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .183 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.



*** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0004----------------------------------------------------------------------- * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 6.38 Curve Number (CN)=74.00 | 02:000201 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= 2.436 PEAK FLOW (cms)= .152 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 5.491 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .170 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0005----------------------------------------------------------------------- *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .88 Curve Number (CN)=76.74 | 01:001001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .337 PEAK FLOW (cms)= .024 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 6.150 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .190 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0006----------------------------------------------------------------------- --------------------- | ROUTE RESERVOIR | Requested routing time step = 5.0 min. | IN>01:(001001) | | OUT<09:(001901) | ========= OUTLFOW STORAGE TABLE ========= --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE (cms) (ha.m.) | (cms) (ha.m.) .000 .0000E+00 | 10.000 .1762E-01



.000 .1175E-01 | .000 .0000E+00 ROUTING RESULTS AREA QPEAK TPEAK R.V. -------------------- (ha) (cms) (hrs) (mm) INFLOW >01: (001001) .88 .024 1.583 6.150 OUTFLOW<09: (001901) .88 .000 4.333 6.016 PEAK FLOW REDUCTION [Qout/Qin](%)= .193 TIME SHIFT OF PEAK FLOW (min)= 165.00 MAXIMUM STORAGE USED (ha.m.)=.5394E-02 ------------------------------------------------------------------------------- 001:0007----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .90 Curve Number (CN)=75.93 | 02:001101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .345 PEAK FLOW (cms)= .023 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 5.944 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .184 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0008----------------------------------------------------------------------- -------------------- | ADD HYD (001211) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:001001 .88 .024 1.58 6.15 .000 +ID2 09:001901 .88 .000 4.33 6.02 .000 ====================================================== SUM 08:001211 1.77 .024 1.58 6.08 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0009----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .34 Curve Number (CN)=79.54 | 01:003001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .130



PEAK FLOW (cms)= .011 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 6.943 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .215 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0010----------------------------------------------------------------------- -------------------- | ADD HYD (003801) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:003001 .34 .011 1.58 6.94 .000 +ID2 08:001211 1.77 .024 1.58 6.08 .000 ====================================================== SUM 09:003801 2.11 .034 1.58 6.22 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0011----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .27 Curve Number (CN)=78.47 | 01:004001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .102 PEAK FLOW (cms)= .008 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 6.624 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .205 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0012----------------------------------------------------------------------- -------------------- | ADD HYD (000910) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:004001 .27 .008 1.58 6.62 .000 +ID2 09:003801 2.11 .034 1.58 6.22 .000 ====================================================== SUM 07:000910 2.37 .042 1.58 6.27 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0013----------------------------------------------------------------------- *



*#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.75 Curve Number (CN)=84.00 | 01:005001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .670 PEAK FLOW (cms)= .069 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 8.546 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .264 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0014----------------------------------------------------------------------- -------------------- | ADD HYD (000701) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:005001 1.75 .069 1.58 8.55 .000 +ID2 07:000910 2.37 .042 1.58 6.27 .000 ====================================================== SUM 09:000701 4.13 .111 1.58 7.24 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0015----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.60 Curve Number (CN)=75.54 | 01:000701 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .612 PEAK FLOW (cms)= .041 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 5.849 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .181 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0016----------------------------------------------------------------------- -------------------- | ADD HYD (007600) | ID: NHYD AREA QPEAK TPEAK R.V. DWF



-------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:000701 1.60 .041 1.58 5.85 .000 +ID2 09:000701 4.13 .111 1.58 7.24 .000 ====================================================== SUM 08:007600 5.73 .152 1.58 6.85 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0017----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.85 Curve Number (CN)=76.26 | 01:007001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .707 PEAK FLOW (cms)= .049 (i) TIME TO PEAK (hrs)= 1.583 RUNOFF VOLUME (mm)= 6.027 TOTAL RAINFALL (mm)= 32.352 RUNOFF COEFFICIENT = .186 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0018----------------------------------------------------------------------- *~~ * *#***** 5 YR STORM *************************************************** -------------------- | CHICAGO STORM | IDF curve parameters: A=1022.724 | Ptotal= 37.83 mm | B= 5.256 -------------------- C= .826 used in: INTENSITY = A / (t + B)^C Duration of storm = 2.00 hrs Storm time step = 5.00 min Time to peak ratio = .33 TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr .08 4.596 | .58 44.839 | 1.08 12.289 | 1.58 5.596 .17 5.363 | .67 149.517 | 1.17 10.212 | 1.67 5.145 .25 6.466 | .75 58.692 | 1.25 8.743 | 1.75 4.764 .33 8.186 | .83 31.047 | 1.33 7.652 | 1.83 4.439 .42 11.235 | .92 20.698 | 1.42 6.810 | 1.92 4.158 .50 18.043 | 1.00 15.434 | 1.50 6.141 | 2.00 3.913 ------------------------------------------------------------------------------- 001:0019----------------------------------------------------------------------- * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model)



*#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.38 Curve Number (CN)=75.81 | 01:000101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .527 PEAK FLOW (cms)= .060 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 8.354 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .221 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0020----------------------------------------------------------------------- * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 6.38 Curve Number (CN)=74.00 | 02:000201 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= 2.436 PEAK FLOW (cms)= .255 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 7.783 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .206 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0021----------------------------------------------------------------------- *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .88 Curve Number (CN)=76.74 | 01:001001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .337



PEAK FLOW (cms)= .040 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 8.670 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .229 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0022----------------------------------------------------------------------- --------------------- | ROUTE RESERVOIR | Requested routing time step = 5.0 min. | IN>01:(001001) | | OUT<09:(001901) | ========= OUTLFOW STORAGE TABLE ========= --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE (cms) (ha.m.) | (cms) (ha.m.) .000 .0000E+00 | 10.000 .1762E-01 .000 .1175E-01 | .000 .0000E+00 ROUTING RESULTS AREA QPEAK TPEAK R.V. -------------------- (ha) (cms) (hrs) (mm) INFLOW >01: (001001) .88 .040 .750 8.670 OUTFLOW<09: (001901) .88 .000 2.333 8.481 PEAK FLOW REDUCTION [Qout/Qin](%)= .163 TIME SHIFT OF PEAK FLOW (min)= 95.00 MAXIMUM STORAGE USED (ha.m.)=.7624E-02 ------------------------------------------------------------------------------- 001:0023----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .90 Curve Number (CN)=75.93 | 02:001101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .345 PEAK FLOW (cms)= .039 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 8.394 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .222 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0024----------------------------------------------------------------------- -------------------- | ADD HYD (001211) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:001001 .88 .040 .75 8.67 .000 +ID2 09:001901 .88 .000 2.33 8.48 .000



====================================================== SUM 08:001211 1.77 .040 .75 8.58 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0025----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .34 Curve Number (CN)=79.54 | 01:003001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .130 PEAK FLOW (cms)= .018 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 9.723 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .257 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0026----------------------------------------------------------------------- -------------------- | ADD HYD (003801) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:003001 .34 .018 .75 9.72 .000 +ID2 08:001211 1.77 .040 .75 8.58 .000 ====================================================== SUM 09:003801 2.11 .057 .75 8.76 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0027----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .27 Curve Number (CN)=78.47 | 01:004001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .102 PEAK FLOW (cms)= .013 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 9.300 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .246



(i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0028----------------------------------------------------------------------- -------------------- | ADD HYD (000910) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:004001 .27 .013 .75 9.30 .000 +ID2 09:003801 2.11 .057 .75 8.76 .000 ====================================================== SUM 07:000910 2.37 .070 .75 8.82 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0029----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.75 Curve Number (CN)=84.00 | 01:005001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .670 PEAK FLOW (cms)= .113 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 11.813 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .312 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0030----------------------------------------------------------------------- -------------------- | ADD HYD (000701) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:005001 1.75 .113 .75 11.81 .000 +ID2 07:000910 2.37 .070 .75 8.82 .000 ====================================================== SUM 09:000701 4.13 .183 .75 10.09 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0031----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* ----------------------



| CALIB NASHYD | Area (ha)= 1.60 Curve Number (CN)=75.54 | 01:000701 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .612 PEAK FLOW (cms)= .069 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 8.266 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .218 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0032----------------------------------------------------------------------- -------------------- | ADD HYD (007600) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:000701 1.60 .069 .75 8.27 .000 +ID2 09:000701 4.13 .183 .75 10.09 .000 ====================================================== SUM 08:007600 5.73 .252 .75 9.58 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0033----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.85 Curve Number (CN)=76.26 | 01:007001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .707 PEAK FLOW (cms)= .082 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 8.505 TOTAL RAINFALL (mm)= 37.832 RUNOFF COEFFICIENT = .225 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0034----------------------------------------------------------------------- *~~ * *#***** 10 YR STORM *************************************************** -------------------- | CHICAGO STORM | IDF curve parameters: A=1331.164 | Ptotal= 44.27 mm | B= 6.006 -------------------- C= .847



used in: INTENSITY = A / (t + B)^C Duration of storm = 2.00 hrs Storm time step = 5.00 min Time to peak ratio = .33 TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr .08 5.028 | .58 54.143 | 1.08 14.247 | 1.58 6.195 .17 5.923 | .67 174.571 | 1.17 11.718 | 1.67 5.667 .25 7.222 | .75 70.987 | 1.25 9.942 | 1.75 5.224 .33 9.274 | .83 37.373 | 1.33 8.632 | 1.83 4.847 .42 12.964 | .92 24.596 | 1.42 7.629 | 1.92 4.523 .50 21.322 | 1.00 18.104 | 1.50 6.836 | 2.00 4.241 ------------------------------------------------------------------------------- 001:0035----------------------------------------------------------------------- * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.38 Curve Number (CN)=75.81 | 01:000101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .527 PEAK FLOW (cms)= .088 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 11.580 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .262 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0036----------------------------------------------------------------------- * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 6.38 Curve Number (CN)=74.00 | 02:000201 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= 2.436 PEAK FLOW (cms)= .378 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 10.828 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .245 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.



*** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0037----------------------------------------------------------------------- *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .88 Curve Number (CN)=76.74 | 01:001001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .337 PEAK FLOW (cms)= .059 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 11.992 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .271 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0038----------------------------------------------------------------------- --------------------- | ROUTE RESERVOIR | Requested routing time step = 5.0 min. | IN>01:(001001) | | OUT<09:(001901) | ========= OUTLFOW STORAGE TABLE ========= --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE (cms) (ha.m.) | (cms) (ha.m.) .000 .0000E+00 | 10.000 .1762E-01 .000 .1175E-01 | .000 .0000E+00 ROUTING RESULTS AREA QPEAK TPEAK R.V. -------------------- (ha) (cms) (hrs) (mm) INFLOW >01: (001001) .88 .059 .750 11.992 OUTFLOW<09: (001901) .88 .000 2.333 11.731 PEAK FLOW REDUCTION [Qout/Qin](%)= .153 TIME SHIFT OF PEAK FLOW (min)= 95.00 MAXIMUM STORAGE USED (ha.m.)=.1055E-01 *** WARNING: Outflow volume is less than inflow volume. ------------------------------------------------------------------------------- 001:0039----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .90 Curve Number (CN)=75.93 | 02:001101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00



---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .345 PEAK FLOW (cms)= .058 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 11.632 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .263 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0040----------------------------------------------------------------------- -------------------- | ADD HYD (001211) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:001001 .88 .059 .75 11.99 .000 +ID2 09:001901 .88 .000 2.33 11.73 .000 ====================================================== SUM 08:001211 1.77 .059 .75 11.86 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0041----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .34 Curve Number (CN)=79.54 | 01:003001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .130 PEAK FLOW (cms)= .026 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 13.358 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .302 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0042----------------------------------------------------------------------- -------------------- | ADD HYD (003801) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:003001 .34 .026 .75 13.36 .000 +ID2 08:001211 1.77 .059 .75 11.86 .000 ====================================================== SUM 09:003801 2.11 .084 .75 12.10 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.



------------------------------------------------------------------------------- 001:0043----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .27 Curve Number (CN)=78.47 | 01:004001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .102 PEAK FLOW (cms)= .019 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 12.811 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .289 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0044----------------------------------------------------------------------- -------------------- | ADD HYD (000910) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:004001 .27 .019 .75 12.81 .000 +ID2 09:003801 2.11 .084 .75 12.10 .000 ====================================================== SUM 07:000910 2.37 .103 .75 12.18 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0045----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.75 Curve Number (CN)=84.00 | 01:005001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .670 PEAK FLOW (cms)= .163 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 16.012 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .362 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP.



R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0046----------------------------------------------------------------------- -------------------- | ADD HYD (000701) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:005001 1.75 .163 .75 16.01 .000 +ID2 07:000910 2.37 .103 .75 12.18 .000 ====================================================== SUM 09:000701 4.13 .266 .75 13.81 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0047----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.60 Curve Number (CN)=75.54 | 01:000701 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .612 PEAK FLOW (cms)= .101 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 11.463 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .259 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0048----------------------------------------------------------------------- -------------------- | ADD HYD (007600) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:000701 1.60 .101 .75 11.46 .000 +ID2 09:000701 4.13 .266 .75 13.81 .000 ====================================================== SUM 08:007600 5.73 .367 .75 13.15 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0049----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.85 Curve Number (CN)=76.26 | 01:007001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100



Unit Hyd Qpeak (cms)= .707 PEAK FLOW (cms)= .121 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 11.777 TOTAL RAINFALL (mm)= 44.267 RUNOFF COEFFICIENT = .266 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0050----------------------------------------------------------------------- *~~ * *#***** 25 YR STORM *************************************************** -------------------- | CHICAGO STORM | IDF curve parameters: A=1606.048 | Ptotal= 52.64 mm | B= 6.006 -------------------- C= .850 used in: INTENSITY = A / (t + B)^C Duration of storm = 2.00 hrs Storm time step = 5.00 min Time to peak ratio = .33 TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr .08 5.897 | .58 64.508 | 1.08 16.830 | 1.58 7.276 .17 6.954 | .67 209.109 | 1.17 13.823 | 1.67 6.652 .25 8.491 | .75 84.682 | 1.25 11.715 | 1.75 6.128 .33 10.922 | .83 44.424 | 1.33 10.162 | 1.83 5.683 .42 15.304 | .92 29.160 | 1.42 8.972 | 1.92 5.300 .50 25.256 | 1.00 21.421 | 1.50 8.034 | 2.00 4.968 ------------------------------------------------------------------------------- 001:0051----------------------------------------------------------------------- * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.38 Curve Number (CN)=75.81 | 01:000101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .527 PEAK FLOW (cms)= .129 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 16.265 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .309 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP.



R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0052----------------------------------------------------------------------- * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 6.38 Curve Number (CN)=74.00 | 02:000201 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= 2.436 PEAK FLOW (cms)= .558 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 15.274 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .290 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0053----------------------------------------------------------------------- *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .88 Curve Number (CN)=76.74 | 01:001001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .337 PEAK FLOW (cms)= .086 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 16.804 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .319 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0054----------------------------------------------------------------------- --------------------- | ROUTE RESERVOIR | Requested routing time step = 5.0 min. | IN>01:(001001) | | OUT<09:(001901) | ========= OUTLFOW STORAGE TABLE ========= --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE (cms) (ha.m.) | (cms) (ha.m.) .000 .0000E+00 | 10.000 .1762E-01 .000 .1175E-01 | .000 .0000E+00



ROUTING RESULTS AREA QPEAK TPEAK R.V. -------------------- (ha) (cms) (hrs) (mm) INFLOW >01: (001001) .88 .086 .750 16.804 OUTFLOW<09: (001901) .88 .021 1.417 16.513 PEAK FLOW REDUCTION [Qout/Qin](%)= 24.732 TIME SHIFT OF PEAK FLOW (min)= 40.00 MAXIMUM STORAGE USED (ha.m.)=.1187E-01 *** WARNING: Outflow volume is less than inflow volume. ------------------------------------------------------------------------------- 001:0055----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .90 Curve Number (CN)=75.93 | 02:001101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .345 PEAK FLOW (cms)= .085 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 16.333 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .310 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0056----------------------------------------------------------------------- -------------------- | ADD HYD (001211) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:001001 .88 .086 .75 16.80 .000 +ID2 09:001901 .88 .021 1.42 16.51 .000 ====================================================== SUM 08:001211 1.77 .086 .75 16.66 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0057----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .34 Curve Number (CN)=79.54 | 01:003001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .130



PEAK FLOW (cms)= .037 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 18.573 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .353 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0058----------------------------------------------------------------------- -------------------- | ADD HYD (003801) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:003001 .34 .037 .75 18.57 .000 +ID2 08:001211 1.77 .086 .75 16.66 .000 ====================================================== SUM 09:003801 2.11 .123 .75 16.97 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0059----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .27 Curve Number (CN)=78.47 | 01:004001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .102 PEAK FLOW (cms)= .028 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 17.870 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .339 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0060----------------------------------------------------------------------- -------------------- | ADD HYD (000910) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:004001 .27 .028 .75 17.87 .000 +ID2 09:003801 2.11 .123 .75 16.97 .000 ====================================================== SUM 07:000910 2.37 .151 .75 17.07 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0061----------------------------------------------------------------------- *



*#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.75 Curve Number (CN)=84.00 | 01:005001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .670 PEAK FLOW (cms)= .233 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 21.934 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .417 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0062----------------------------------------------------------------------- -------------------- | ADD HYD (000701) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:005001 1.75 .233 .75 21.93 .000 +ID2 07:000910 2.37 .151 .75 17.07 .000 ====================================================== SUM 09:000701 4.13 .384 .75 19.14 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0063----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.60 Curve Number (CN)=75.54 | 01:000701 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .612 PEAK FLOW (cms)= .149 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 16.112 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .306 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0064----------------------------------------------------------------------- -------------------- | ADD HYD (007600) | ID: NHYD AREA QPEAK TPEAK R.V. DWF



-------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:000701 1.60 .149 .75 16.11 .000 +ID2 09:000701 4.13 .384 .75 19.14 .000 ====================================================== SUM 08:007600 5.73 .533 .75 18.29 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0065----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.85 Curve Number (CN)=76.26 | 01:007001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .707 PEAK FLOW (cms)= .177 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 16.523 TOTAL RAINFALL (mm)= 52.639 RUNOFF COEFFICIENT = .314 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0066----------------------------------------------------------------------- *~~ * *#***** 50 YR STORM *************************************************** *# -------------------- | CHICAGO STORM | IDF curve parameters: A=1831.947 | Ptotal= 58.32 mm | B= 6.012 -------------------- C= .856 used in: INTENSITY = A / (t + B)^C Duration of storm = 2.00 hrs Storm time step = 5.00 min Time to peak ratio = .33 TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr .08 6.353 | .58 71.760 | 1.08 18.401 | 1.58 7.862 .17 7.509 | .67 235.004 | 1.17 15.072 | 1.67 7.178 .25 9.194 | .75 94.431 | 1.25 12.744 | 1.75 6.605 .33 11.870 | .83 49.189 | 1.33 11.032 | 1.83 6.120 .42 16.712 | .92 32.120 | 1.42 9.723 | 1.92 5.702 .50 27.772 | 1.00 23.499 | 1.50 8.693 | 2.00 5.340 ------------------------------------------------------------------------------- 001:0067----------------------------------------------------------------------- * *#*********************************************************************



*# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.38 Curve Number (CN)=75.81 | 01:000101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .527 PEAK FLOW (cms)= .162 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 19.712 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .338 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0068----------------------------------------------------------------------- * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 6.38 Curve Number (CN)=74.00 | 02:000201 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= 2.436 PEAK FLOW (cms)= .700 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 18.561 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .318 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0069----------------------------------------------------------------------- *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .88 Curve Number (CN)=76.74 | 01:001001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100



Unit Hyd Qpeak (cms)= .337 PEAK FLOW (cms)= .108 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 20.337 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .349 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0070----------------------------------------------------------------------- --------------------- | ROUTE RESERVOIR | Requested routing time step = 5.0 min. | IN>01:(001001) | | OUT<09:(001901) | ========= OUTLFOW STORAGE TABLE ========= --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE (cms) (ha.m.) | (cms) (ha.m.) .000 .0000E+00 | 10.000 .1762E-01 .000 .1175E-01 | .000 .0000E+00 ROUTING RESULTS AREA QPEAK TPEAK R.V. -------------------- (ha) (cms) (hrs) (mm) INFLOW >01: (001001) .88 .108 .750 20.337 OUTFLOW<09: (001901) .88 .035 1.083 20.047 PEAK FLOW REDUCTION [Qout/Qin](%)= 32.705 TIME SHIFT OF PEAK FLOW (min)= 20.00 MAXIMUM STORAGE USED (ha.m.)=.1178E-01 *** WARNING: Outflow volume is less than inflow volume. ------------------------------------------------------------------------------- 001:0071----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .90 Curve Number (CN)=75.93 | 02:001101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .345 PEAK FLOW (cms)= .107 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 19.791 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .339 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0072----------------------------------------------------------------------- -------------------- | ADD HYD (001211) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms)



ID1 01:001001 .88 .108 .75 20.34 .000 +ID2 09:001901 .88 .035 1.08 20.05 .000 ====================================================== SUM 08:001211 1.77 .108 .75 20.19 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0073----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .34 Curve Number (CN)=79.54 | 01:003001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .130 PEAK FLOW (cms)= .046 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 22.373 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .384 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0074----------------------------------------------------------------------- -------------------- | ADD HYD (003801) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:003001 .34 .046 .75 22.37 .000 +ID2 08:001211 1.77 .108 .75 20.19 .000 ====================================================== SUM 09:003801 2.11 .154 .75 20.54 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0075----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .27 Curve Number (CN)=78.47 | 01:004001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .102 PEAK FLOW (cms)= .035 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 21.566



TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .370 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0076----------------------------------------------------------------------- -------------------- | ADD HYD (000910) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:004001 .27 .035 .75 21.57 .000 +ID2 09:003801 2.11 .154 .75 20.54 .000 ====================================================== SUM 07:000910 2.37 .189 .75 20.66 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0077----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.75 Curve Number (CN)=84.00 | 01:005001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .670 PEAK FLOW (cms)= .287 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 26.190 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .449 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0078----------------------------------------------------------------------- -------------------- | ADD HYD (000701) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:005001 1.75 .287 .75 26.19 .000 +ID2 07:000910 2.37 .189 .75 20.66 .000 ====================================================== SUM 09:000701 4.13 .475 .75 23.01 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0079----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST



*#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.60 Curve Number (CN)=75.54 | 01:000701 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .612 PEAK FLOW (cms)= .186 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 19.535 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .335 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0080----------------------------------------------------------------------- -------------------- | ADD HYD (007600) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:000701 1.60 .186 .75 19.53 .000 +ID2 09:000701 4.13 .475 .75 23.01 .000 ====================================================== SUM 08:007600 5.73 .662 .75 22.04 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0081----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.85 Curve Number (CN)=76.26 | 01:007001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .707 PEAK FLOW (cms)= .221 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 20.012 TOTAL RAINFALL (mm)= 58.324 RUNOFF COEFFICIENT = .343 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0082----------------------------------------------------------------------- *~~ * *#***** 100 YR STORM *************************************************** *# --------------------



| CHICAGO STORM | IDF curve parameters: A=2031.456 | Ptotal= 64.37 mm | B= 6.006 -------------------- C= .857 used in: INTENSITY = A / (t + B)^C Duration of storm = 2.00 hrs Storm time step = 5.00 min Time to peak ratio = .33 TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr .08 6.976 | .58 79.234 | 1.08 20.255 | 1.58 8.637 .17 8.248 | .67 260.094 | 1.17 16.583 | 1.67 7.884 .25 10.104 | .75 104.317 | 1.25 14.016 | 1.75 7.254 .33 13.052 | .83 54.263 | 1.33 12.128 | 1.83 6.719 .42 18.391 | .92 35.400 | 1.42 10.687 | 1.92 6.260 .50 30.598 | 1.00 25.880 | 1.50 9.552 | 2.00 5.861 ------------------------------------------------------------------------------- 001:0083----------------------------------------------------------------------- * *#********************************************************************* *# PRE-DEVELOPMENT CONDITIONS (Lumped model) *#********************************************************************* *# *#********************************* *# DRAINAGE TO SOUTH WEST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.38 Curve Number (CN)=75.81 | 01:000101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .527 PEAK FLOW (cms)= .197 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 23.579 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .366 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0084----------------------------------------------------------------------- * *#********************************* *# DRAINAGE TO SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 6.38 Curve Number (CN)=74.00 | 02:000201 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= 2.436 PEAK FLOW (cms)= .855 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 22.258 TOTAL RAINFALL (mm)= 64.366



RUNOFF COEFFICIENT = .346 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0085----------------------------------------------------------------------- *# *#********************************************************************* *# POST-DEVELOPMENT CONDITIONS *#********************************************************************* *# *#********************************* *# DRAINAGE AREA 1 *# CENTER POND *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= .88 Curve Number (CN)=76.74 | 01:001001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .337 PEAK FLOW (cms)= .131 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 24.293 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .377 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0086----------------------------------------------------------------------- --------------------- | ROUTE RESERVOIR | Requested routing time step = 5.0 min. | IN>01:(001001) | | OUT<09:(001901) | ========= OUTLFOW STORAGE TABLE ========= --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE (cms) (ha.m.) | (cms) (ha.m.) .000 .0000E+00 | 10.000 .1762E-01 .000 .1175E-01 | .000 .0000E+00 ROUTING RESULTS AREA QPEAK TPEAK R.V. -------------------- (ha) (cms) (hrs) (mm) INFLOW >01: (001001) .88 .131 .750 24.293 OUTFLOW<09: (001901) .88 .110 1.000 24.002 PEAK FLOW REDUCTION [Qout/Qin](%)= 83.872 TIME SHIFT OF PEAK FLOW (min)= 15.00 MAXIMUM STORAGE USED (ha.m.)=.1264E-01 *** WARNING: Outflow volume is less than inflow volume. ------------------------------------------------------------------------------- 001:0087----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 2 *# NORTH WEST *#*********************************



---------------------- | CALIB NASHYD | Area (ha)= .90 Curve Number (CN)=75.93 | 02:001101 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .345 PEAK FLOW (cms)= .130 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 23.669 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .368 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0088----------------------------------------------------------------------- -------------------- | ADD HYD (001211) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:001001 .88 .131 .75 24.29 .000 +ID2 09:001901 .88 .110 1.00 24.00 .000 ====================================================== SUM 08:001211 1.77 .164 1.00 24.15 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0089----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 3 *# NORTH CULVERT *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .34 Curve Number (CN)=79.54 | 01:003001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .130 PEAK FLOW (cms)= .056 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 26.605 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .413 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0090----------------------------------------------------------------------- -------------------- | ADD HYD (003801) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:003001 .34 .056 .75 26.60 .000 +ID2 08:001211 1.77 .164 1.00 24.15 .000 ======================================================



SUM 09:003801 2.11 .187 1.00 24.55 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0091----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 4 *# RECEPTION *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= .27 Curve Number (CN)=78.47 | 01:004001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .102 PEAK FLOW (cms)= .042 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 25.691 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .399 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0092----------------------------------------------------------------------- -------------------- | ADD HYD (000910) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:004001 .27 .042 .75 25.69 .000 +ID2 09:003801 2.11 .187 1.00 24.55 .000 ====================================================== SUM 07:000910 2.37 .229 .75 24.67 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0093----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 5 *# EAST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.75 Curve Number (CN)=84.00 | 01:005001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .670 PEAK FLOW (cms)= .344 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 30.883 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .480



(i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0094----------------------------------------------------------------------- -------------------- | ADD HYD (000701) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:005001 1.75 .344 .75 30.88 .000 +ID2 07:000910 2.37 .229 .75 24.67 .000 ====================================================== SUM 09:000701 4.13 .573 .75 27.31 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0095----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 6 *# SOUTH EAST *#********************************* ---------------------- | CALIB NASHYD | Area (ha)= 1.60 Curve Number (CN)=75.54 | 01:000701 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .612 PEAK FLOW (cms)= .227 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 23.376 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .363 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0096----------------------------------------------------------------------- -------------------- | ADD HYD (007600) | ID: NHYD AREA QPEAK TPEAK R.V. DWF -------------------- (ha) (cms) (hrs) (mm) (cms) ID1 01:000701 1.60 .227 .75 23.38 .000 +ID2 09:000701 4.13 .573 .75 27.31 .000 ====================================================== SUM 08:007600 5.73 .800 .75 26.21 .000 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- 001:0097----------------------------------------------------------------------- * *#********************************* *# DRAINAGE AREA 7 *# SOUTH WEST *#********************************* * ---------------------- | CALIB NASHYD | Area (ha)= 1.85 Curve Number (CN)=76.26



| 01:007001 DT= 5.00 | Ia (mm)= 7.300 # of Linear Res.(N)= 3.00 ---------------------- U.H. Tp(hrs)= .100 Unit Hyd Qpeak (cms)= .707 PEAK FLOW (cms)= .270 (i) TIME TO PEAK (hrs)= .750 RUNOFF VOLUME (mm)= 23.921 TOTAL RAINFALL (mm)= 64.366 RUNOFF COEFFICIENT = .372 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. ------------------------------------------------------------------------------- 001:0098----------------------------------------------------------------------- * * * FINISH -------------------------------------------------------------------------------



SUMMARY OUTPUT FILE ============================================================================= SSSSS W W M M H H Y Y M M OOO 999 999 ========= S W W W MM MM H H Y Y MM MM O O 9 9 9 9 SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver. 4.02 S W W M M H H Y M M O O 9999 9999 July 1999 SSSSS W W M M H H Y M M OOO 9 9 ========= 9 9 9 9 # 4139348 StormWater Management HYdrologic Model 999 999 ========= *************************************************************************** *************************** SWMHYMO-99 Ver/4.02 *************************** ******* A single event and continuous hydrologic simulation model ******* ******* based on the principles of HYMO and its successors ******* ******* OTTHYMO-83 and OTTHYMO-89. ******* *************************************************************************** ******* Distributed by: J.F. Sabourin and Associates Inc. ******* ******* Ottawa, Ontario: (613) 727-5199 ******* ******* Gatineau, Quebec: (819) 243-6858 ******* ******* E-Mail: [email protected] ******* *************************************************************************** +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++ Licensed user: Cosmopolitan Associates Inc. +++++++ +++++++ Willowdale SERIAL#:4139348 +++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ *************************************************************************** ******* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ ******* ******* Maximum value for ID numbers : 10 ******* ******* Max. number of rainfall points: 15000 ******* ******* Max. number of flow points : 15000 ******* *************************************************************************** *** DESCRIPTION SUMMARY TABLE HEADERS (units depend on METOUT in START) *** ***---------------------------------------------------------------------*** *** ID: Hydrograph IDentification numbers, (1-10). *** *** NHYD: Hydrograph reference numbers, (6 digits or characters). *** *** AREA: Drainage area associated with hydrograph, (ac.) or (ha.). *** *** QPEAK: Peak flow of simulated hydrograph, (ft^3/s) or (m^3/s). *** *** TpeakDate_hh:mm is the date and time of the peak flow. *** *** R.V.: Runoff Volume of simulated hydrograph, (in) or (mm). *** *** R.C.: Runoff Coefficient of simulated hydrograph, (ratio). *** *** *: see WARNING or NOTE message printed at end of run. *** *** **: see ERROR message printed at end of run. *** *************************************************************************** *************************************************************************** ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: *************************************************************************** ********************* S U M M A R Y O U T P U T ********************* *************************************************************************** * DATE: 2014-03-27 TIME: 13:32:09 RUN COUNTER: 000015 * *************************************************************************** * Input filename: F:\2112v1.DAT * * Output filename: F:\2112v1.out * * Summary filename: F:\2112v1.sum *



* User comments: * * 1:______________________________________________________________________* * 2:______________________________________________________________________* * 3:______________________________________________________________________* *************************************************************************** # CARRUTHERS CREEK CEMETERY # STORM WATER MANAGEMENT PLAN # JOB # 2112 # MARCH 2014 # IDF Curves from City of Toronto # # OUTFLOW TO 2 YEAR FLOW POST-DEVEL. LEVELS # RUN:COMMAND# 001:0001---------------------------------------------------------------------- START [TZERO = .00 hrs on 0] [METOUT= 2 (1=imperial, 2=metric output)] [NSTORM= 0 ] [NRUN = 1 ] #***** 2 YR STORM *************************************************** 001:0002----------------------------------------------------------------------- CHICAGO STORM [SDT= 5.00:SDUR= 4.00:PTOT= 32.35] [A/B/C= 696.484/ 4.875/ .810] #********************************************************************* # PRE-DEVELOPMENT CONDITIONS (Lumped model) #********************************************************************* # #********************************* # DRAINAGE TO SOUTH WEST #********************************* 001:0003---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000101 1.38 .036 No_date 1:35 5.91 .183 [CN= 75.8: N= 3.00] [Tp= .10:DT= 5.00] #********************************* # DRAINAGE TO SOUTH EAST #********************************* 001:0004---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:000201 6.38 .152 No_date 1:35 5.49 .170 [CN= 74.0: N= 3.00] [Tp= .10:DT= 5.00] # #********************************************************************* # POST-DEVELOPMENT CONDITIONS #********************************************************************* # #********************************* # DRAINAGE AREA 1 # CENTER POND #********************************* 001:0005---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:001001 .88 .024 No_date 1:35 6.15 .190 [CN= 76.7: N= 3.00] [Tp= .10:DT= 5.00] 001:0006---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE RESERVOIR -> 01:001001 .88 .024 No_date 1:35 6.15 n/a [RDT= 5.00] out<- 09:001901 .88 .000 No_date 4:20 6.02 n/a {MxStoUsed=.5394E-02}



#********************************* # DRAINAGE AREA 2 # NORTH WEST #********************************* 001:0007---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:001101 .90 .023 No_date 1:35 5.94 .184 [CN= 75.9: N= 3.00] [Tp= .10:DT= 5.00] 001:0008---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:001001 .88 .024 No_date 1:35 6.15 n/a + 09:001901 .88 .000 No_date 4:20 6.02 n/a [DT= 5.00] SUM= 08:001211 1.77 .024 No_date 1:35 6.08 n/a #********************************* # DRAINAGE AREA 3 # NORTH CULVERT #********************************* 001:0009---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:003001 .34 .011 No_date 1:35 6.94 .215 [CN= 79.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0010---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:003001 .34 .011 No_date 1:35 6.94 n/a + 08:001211 1.77 .024 No_date 1:35 6.08 n/a [DT= 5.00] SUM= 09:003801 2.11 .034 No_date 1:35 6.22 n/a #********************************* # DRAINAGE AREA 4 # RECEPTION #********************************* 001:0011---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:004001 .27 .008 No_date 1:35 6.62 .205 [CN= 78.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0012---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:004001 .27 .008 No_date 1:35 6.62 n/a + 09:003801 2.11 .034 No_date 1:35 6.22 n/a [DT= 5.00] SUM= 07:000910 2.37 .042 No_date 1:35 6.27 n/a #********************************* # DRAINAGE AREA 5 # EAST #********************************* 001:0013---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:005001 1.75 .069 No_date 1:35 8.55 .264 [CN= 84.0: N= 3.00] [Tp= .10:DT= 5.00] 001:0014---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:005001 1.75 .069 No_date 1:35 8.55 n/a + 07:000910 2.37 .042 No_date 1:35 6.27 n/a [DT= 5.00] SUM= 09:000701 4.13 .111 No_date 1:35 7.24 n/a #********************************* # DRAINAGE AREA 6 # SOUTH EAST #********************************* 001:0015---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000701 1.60 .041 No_date 1:35 5.85 .181 [CN= 75.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0016---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:000701 1.60 .041 No_date 1:35 5.85 n/a + 09:000701 4.13 .111 No_date 1:35 7.24 n/a [DT= 5.00] SUM= 08:007600 5.73 .152 No_date 1:35 6.85 n/a #********************************* # DRAINAGE AREA 7



# SOUTH WEST #********************************* 001:0017---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:007001 1.85 .049 No_date 1:35 6.03 .186 [CN= 76.3: N= 3.00] [Tp= .10:DT= 5.00] #***** 5 YR STORM *************************************************** 001:0018----------------------------------------------------------------------- CHICAGO STORM [SDT= 5.00:SDUR= 2.00:PTOT= 37.83] [A/B/C=1022.724/ 5.256/ .826] #********************************************************************* # PRE-DEVELOPMENT CONDITIONS (Lumped model) #********************************************************************* # #********************************* # DRAINAGE TO SOUTH WEST #********************************* 001:0019---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000101 1.38 .060 No_date 0:45 8.35 .221 [CN= 75.8: N= 3.00] [Tp= .10:DT= 5.00] #********************************* # DRAINAGE TO SOUTH EAST #********************************* 001:0020---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:000201 6.38 .255 No_date 0:45 7.78 .206 [CN= 74.0: N= 3.00] [Tp= .10:DT= 5.00] # #********************************************************************* # POST-DEVELOPMENT CONDITIONS #********************************************************************* # #********************************* # DRAINAGE AREA 1 # CENTER POND #********************************* 001:0021---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:001001 .88 .040 No_date 0:45 8.67 .229 [CN= 76.7: N= 3.00] [Tp= .10:DT= 5.00] 001:0022---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE RESERVOIR -> 01:001001 .88 .040 No_date 0:45 8.67 n/a [RDT= 5.00] out<- 09:001901 .88 .000 No_date 2:20 8.48 n/a {MxStoUsed=.7624E-02} #********************************* # DRAINAGE AREA 2 # NORTH WEST #********************************* 001:0023---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:001101 .90 .039 No_date 0:45 8.39 .222 [CN= 75.9: N= 3.00] [Tp= .10:DT= 5.00] 001:0024---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:001001 .88 .040 No_date 0:45 8.67 n/a + 09:001901 .88 .000 No_date 2:20 8.48 n/a [DT= 5.00] SUM= 08:001211 1.77 .040 No_date 0:45 8.58 n/a #********************************* # DRAINAGE AREA 3 # NORTH CULVERT #*********************************



001:0025---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:003001 .34 .018 No_date 0:45 9.72 .257 [CN= 79.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0026---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:003001 .34 .018 No_date 0:45 9.72 n/a + 08:001211 1.77 .040 No_date 0:45 8.58 n/a [DT= 5.00] SUM= 09:003801 2.11 .057 No_date 0:45 8.76 n/a #********************************* # DRAINAGE AREA 4 # RECEPTION #********************************* 001:0027---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:004001 .27 .013 No_date 0:45 9.30 .246 [CN= 78.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0028---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:004001 .27 .013 No_date 0:45 9.30 n/a + 09:003801 2.11 .057 No_date 0:45 8.76 n/a [DT= 5.00] SUM= 07:000910 2.37 .070 No_date 0:45 8.82 n/a #********************************* # DRAINAGE AREA 5 # EAST #********************************* 001:0029---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:005001 1.75 .113 No_date 0:45 11.81 .312 [CN= 84.0: N= 3.00] [Tp= .10:DT= 5.00] 001:0030---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:005001 1.75 .113 No_date 0:45 11.81 n/a + 07:000910 2.37 .070 No_date 0:45 8.82 n/a [DT= 5.00] SUM= 09:000701 4.13 .183 No_date 0:45 10.09 n/a #********************************* # DRAINAGE AREA 6 # SOUTH EAST #********************************* 001:0031---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000701 1.60 .069 No_date 0:45 8.27 .218 [CN= 75.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0032---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:000701 1.60 .069 No_date 0:45 8.27 n/a + 09:000701 4.13 .183 No_date 0:45 10.09 n/a [DT= 5.00] SUM= 08:007600 5.73 .252 No_date 0:45 9.58 n/a #********************************* # DRAINAGE AREA 7 # SOUTH WEST #********************************* 001:0033---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:007001 1.85 .082 No_date 0:45 8.51 .225 [CN= 76.3: N= 3.00] [Tp= .10:DT= 5.00] #***** 10 YR STORM *************************************************** 001:0034----------------------------------------------------------------------- CHICAGO STORM [SDT= 5.00:SDUR= 2.00:PTOT= 44.27] [A/B/C=1331.164/ 6.006/ .847] #********************************************************************* # PRE-DEVELOPMENT CONDITIONS (Lumped model) #********************************************************************* # #*********************************



# DRAINAGE TO SOUTH WEST #********************************* 001:0035---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000101 1.38 .088 No_date 0:45 11.58 .262 [CN= 75.8: N= 3.00] [Tp= .10:DT= 5.00] #********************************* # DRAINAGE TO SOUTH EAST #********************************* 001:0036---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:000201 6.38 .378 No_date 0:45 10.83 .245 [CN= 74.0: N= 3.00] [Tp= .10:DT= 5.00] # #********************************************************************* # POST-DEVELOPMENT CONDITIONS #********************************************************************* # #********************************* # DRAINAGE AREA 1 # CENTER POND #********************************* 001:0037---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:001001 .88 .059 No_date 0:45 11.99 .271 [CN= 76.7: N= 3.00] [Tp= .10:DT= 5.00] 001:0038---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE RESERVOIR -> 01:001001 .88 .059 No_date 0:45 11.99 n/a * [RDT= 5.00] out<- 09:001901 .88 .000 No_date 2:20 11.73 n/a {MxStoUsed=.1055E-01} #********************************* # DRAINAGE AREA 2 # NORTH WEST #********************************* 001:0039---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:001101 .90 .058 No_date 0:45 11.63 .263 [CN= 75.9: N= 3.00] [Tp= .10:DT= 5.00] 001:0040---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:001001 .88 .059 No_date 0:45 11.99 n/a + 09:001901 .88 .000 No_date 2:20 11.73 n/a [DT= 5.00] SUM= 08:001211 1.77 .059 No_date 0:45 11.86 n/a #********************************* # DRAINAGE AREA 3 # NORTH CULVERT #********************************* 001:0041---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:003001 .34 .026 No_date 0:45 13.36 .302 [CN= 79.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0042---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:003001 .34 .026 No_date 0:45 13.36 n/a + 08:001211 1.77 .059 No_date 0:45 11.86 n/a [DT= 5.00] SUM= 09:003801 2.11 .084 No_date 0:45 12.10 n/a #********************************* # DRAINAGE AREA 4 # RECEPTION #********************************* 001:0043---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:004001 .27 .019 No_date 0:45 12.81 .289 [CN= 78.5: N= 3.00] [Tp= .10:DT= 5.00]



001:0044---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:004001 .27 .019 No_date 0:45 12.81 n/a + 09:003801 2.11 .084 No_date 0:45 12.10 n/a [DT= 5.00] SUM= 07:000910 2.37 .103 No_date 0:45 12.18 n/a #********************************* # DRAINAGE AREA 5 # EAST #********************************* 001:0045---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:005001 1.75 .163 No_date 0:45 16.01 .362 [CN= 84.0: N= 3.00] [Tp= .10:DT= 5.00] 001:0046---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:005001 1.75 .163 No_date 0:45 16.01 n/a + 07:000910 2.37 .103 No_date 0:45 12.18 n/a [DT= 5.00] SUM= 09:000701 4.13 .266 No_date 0:45 13.81 n/a #********************************* # DRAINAGE AREA 6 # SOUTH EAST #********************************* 001:0047---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000701 1.60 .101 No_date 0:45 11.46 .259 [CN= 75.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0048---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:000701 1.60 .101 No_date 0:45 11.46 n/a + 09:000701 4.13 .266 No_date 0:45 13.81 n/a [DT= 5.00] SUM= 08:007600 5.73 .367 No_date 0:45 13.15 n/a #********************************* # DRAINAGE AREA 7 # SOUTH WEST #********************************* 001:0049---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:007001 1.85 .121 No_date 0:45 11.78 .266 [CN= 76.3: N= 3.00] [Tp= .10:DT= 5.00] #***** 25 YR STORM *************************************************** 001:0050----------------------------------------------------------------------- CHICAGO STORM [SDT= 5.00:SDUR= 2.00:PTOT= 52.64] [A/B/C=1606.048/ 6.006/ .850] #********************************************************************* # PRE-DEVELOPMENT CONDITIONS (Lumped model) #********************************************************************* # #********************************* # DRAINAGE TO SOUTH WEST #********************************* 001:0051---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000101 1.38 .129 No_date 0:45 16.26 .309 [CN= 75.8: N= 3.00] [Tp= .10:DT= 5.00] #********************************* # DRAINAGE TO SOUTH EAST #********************************* 001:0052---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:000201 6.38 .558 No_date 0:45 15.27 .290 [CN= 74.0: N= 3.00] [Tp= .10:DT= 5.00] # #********************************************************************* # POST-DEVELOPMENT CONDITIONS



#********************************************************************* # #********************************* # DRAINAGE AREA 1 # CENTER POND #********************************* 001:0053---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:001001 .88 .086 No_date 0:45 16.80 .319 [CN= 76.7: N= 3.00] [Tp= .10:DT= 5.00] 001:0054---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE RESERVOIR -> 01:001001 .88 .086 No_date 0:45 16.80 n/a * [RDT= 5.00] out<- 09:001901 .88 .021 No_date 1:25 16.51 n/a {MxStoUsed=.1187E-01} #********************************* # DRAINAGE AREA 2 # NORTH WEST #********************************* 001:0055---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:001101 .90 .085 No_date 0:45 16.33 .310 [CN= 75.9: N= 3.00] [Tp= .10:DT= 5.00] 001:0056---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:001001 .88 .086 No_date 0:45 16.80 n/a + 09:001901 .88 .021 No_date 1:25 16.51 n/a [DT= 5.00] SUM= 08:001211 1.77 .086 No_date 0:45 16.66 n/a #********************************* # DRAINAGE AREA 3 # NORTH CULVERT #********************************* 001:0057---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:003001 .34 .037 No_date 0:45 18.57 .353 [CN= 79.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0058---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:003001 .34 .037 No_date 0:45 18.57 n/a + 08:001211 1.77 .086 No_date 0:45 16.66 n/a [DT= 5.00] SUM= 09:003801 2.11 .123 No_date 0:45 16.97 n/a #********************************* # DRAINAGE AREA 4 # RECEPTION #********************************* 001:0059---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:004001 .27 .028 No_date 0:45 17.87 .339 [CN= 78.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0060---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:004001 .27 .028 No_date 0:45 17.87 n/a + 09:003801 2.11 .123 No_date 0:45 16.97 n/a [DT= 5.00] SUM= 07:000910 2.37 .151 No_date 0:45 17.07 n/a #********************************* # DRAINAGE AREA 5 # EAST #********************************* 001:0061---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:005001 1.75 .233 No_date 0:45 21.93 .417 [CN= 84.0: N= 3.00] [Tp= .10:DT= 5.00] 001:0062---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:005001 1.75 .233 No_date 0:45 21.93 n/a + 07:000910 2.37 .151 No_date 0:45 17.07 n/a [DT= 5.00] SUM= 09:000701 4.13 .384 No_date 0:45 19.14 n/a



#********************************* # DRAINAGE AREA 6 # SOUTH EAST #********************************* 001:0063---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000701 1.60 .149 No_date 0:45 16.11 .306 [CN= 75.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0064---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:000701 1.60 .149 No_date 0:45 16.11 n/a + 09:000701 4.13 .384 No_date 0:45 19.14 n/a [DT= 5.00] SUM= 08:007600 5.73 .533 No_date 0:45 18.29 n/a #********************************* # DRAINAGE AREA 7 # SOUTH WEST #********************************* 001:0065---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:007001 1.85 .177 No_date 0:45 16.52 .314 [CN= 76.3: N= 3.00] [Tp= .10:DT= 5.00] #***** 50 YR STORM *************************************************** # 001:0066----------------------------------------------------------------------- CHICAGO STORM [SDT= 5.00:SDUR= 2.00:PTOT= 58.32] [A/B/C=1831.947/ 6.012/ .856] #********************************************************************* # PRE-DEVELOPMENT CONDITIONS (Lumped model) #********************************************************************* # #********************************* # DRAINAGE TO SOUTH WEST #********************************* 001:0067---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000101 1.38 .162 No_date 0:45 19.71 .338 [CN= 75.8: N= 3.00] [Tp= .10:DT= 5.00] #********************************* # DRAINAGE TO SOUTH EAST #********************************* 001:0068---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:000201 6.38 .700 No_date 0:45 18.56 .318 [CN= 74.0: N= 3.00] [Tp= .10:DT= 5.00] # #********************************************************************* # POST-DEVELOPMENT CONDITIONS #********************************************************************* # #********************************* # DRAINAGE AREA 1 # CENTER POND #********************************* 001:0069---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:001001 .88 .108 No_date 0:45 20.34 .349 [CN= 76.7: N= 3.00] [Tp= .10:DT= 5.00] 001:0070---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE RESERVOIR -> 01:001001 .88 .108 No_date 0:45 20.34 n/a * [RDT= 5.00] out<- 09:001901 .88 .035 No_date 1:05 20.05 n/a {MxStoUsed=.1178E-01} #*********************************



# DRAINAGE AREA 2 # NORTH WEST #********************************* 001:0071---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:001101 .90 .107 No_date 0:45 19.79 .339 [CN= 75.9: N= 3.00] [Tp= .10:DT= 5.00] 001:0072---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:001001 .88 .108 No_date 0:45 20.34 n/a + 09:001901 .88 .035 No_date 1:05 20.05 n/a [DT= 5.00] SUM= 08:001211 1.77 .108 No_date 0:45 20.19 n/a #********************************* # DRAINAGE AREA 3 # NORTH CULVERT #********************************* 001:0073---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:003001 .34 .046 No_date 0:45 22.37 .384 [CN= 79.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0074---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:003001 .34 .046 No_date 0:45 22.37 n/a + 08:001211 1.77 .108 No_date 0:45 20.19 n/a [DT= 5.00] SUM= 09:003801 2.11 .154 No_date 0:45 20.54 n/a #********************************* # DRAINAGE AREA 4 # RECEPTION #********************************* 001:0075---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:004001 .27 .035 No_date 0:45 21.57 .370 [CN= 78.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0076---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:004001 .27 .035 No_date 0:45 21.57 n/a + 09:003801 2.11 .154 No_date 0:45 20.54 n/a [DT= 5.00] SUM= 07:000910 2.37 .189 No_date 0:45 20.66 n/a #********************************* # DRAINAGE AREA 5 # EAST #********************************* 001:0077---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:005001 1.75 .287 No_date 0:45 26.19 .449 [CN= 84.0: N= 3.00] [Tp= .10:DT= 5.00] 001:0078---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:005001 1.75 .287 No_date 0:45 26.19 n/a + 07:000910 2.37 .189 No_date 0:45 20.66 n/a [DT= 5.00] SUM= 09:000701 4.13 .475 No_date 0:45 23.01 n/a #********************************* # DRAINAGE AREA 6 # SOUTH EAST #********************************* 001:0079---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000701 1.60 .186 No_date 0:45 19.53 .335 [CN= 75.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0080---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:000701 1.60 .186 No_date 0:45 19.53 n/a + 09:000701 4.13 .475 No_date 0:45 23.01 n/a [DT= 5.00] SUM= 08:007600 5.73 .662 No_date 0:45 22.04 n/a #********************************* # DRAINAGE AREA 7 # SOUTH WEST



#********************************* 001:0081---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:007001 1.85 .221 No_date 0:45 20.01 .343 [CN= 76.3: N= 3.00] [Tp= .10:DT= 5.00] #***** 100 YR STORM *************************************************** # 001:0082----------------------------------------------------------------------- CHICAGO STORM [SDT= 5.00:SDUR= 2.00:PTOT= 64.37] [A/B/C=2031.456/ 6.006/ .857] #********************************************************************* # PRE-DEVELOPMENT CONDITIONS (Lumped model) #********************************************************************* # #********************************* # DRAINAGE TO SOUTH WEST #********************************* 001:0083---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000101 1.38 .197 No_date 0:45 23.58 .366 [CN= 75.8: N= 3.00] [Tp= .10:DT= 5.00] #********************************* # DRAINAGE TO SOUTH EAST #********************************* 001:0084---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:000201 6.38 .855 No_date 0:45 22.26 .346 [CN= 74.0: N= 3.00] [Tp= .10:DT= 5.00] # #********************************************************************* # POST-DEVELOPMENT CONDITIONS #********************************************************************* # #********************************* # DRAINAGE AREA 1 # CENTER POND #********************************* 001:0085---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:001001 .88 .131 No_date 0:45 24.29 .377 [CN= 76.7: N= 3.00] [Tp= .10:DT= 5.00] 001:0086---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE RESERVOIR -> 01:001001 .88 .131 No_date 0:45 24.29 n/a * [RDT= 5.00] out<- 09:001901 .88 .110 No_date 1:00 24.00 n/a {MxStoUsed=.1264E-01} #********************************* # DRAINAGE AREA 2 # NORTH WEST #********************************* 001:0087---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 02:001101 .90 .130 No_date 0:45 23.67 .368 [CN= 75.9: N= 3.00] [Tp= .10:DT= 5.00] 001:0088---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:001001 .88 .131 No_date 0:45 24.29 n/a + 09:001901 .88 .110 No_date 1:00 24.00 n/a [DT= 5.00] SUM= 08:001211 1.77 .164 No_date 1:00 24.15 n/a #********************************* # DRAINAGE AREA 3 # NORTH CULVERT #*********************************



001:0089---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:003001 .34 .056 No_date 0:45 26.60 .413 [CN= 79.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0090---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:003001 .34 .056 No_date 0:45 26.60 n/a + 08:001211 1.77 .164 No_date 1:00 24.15 n/a [DT= 5.00] SUM= 09:003801 2.11 .187 No_date 1:00 24.55 n/a #********************************* # DRAINAGE AREA 4 # RECEPTION #********************************* 001:0091---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:004001 .27 .042 No_date 0:45 25.69 .399 [CN= 78.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0092---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:004001 .27 .042 No_date 0:45 25.69 n/a + 09:003801 2.11 .187 No_date 1:00 24.55 n/a [DT= 5.00] SUM= 07:000910 2.37 .229 No_date 0:45 24.67 n/a #********************************* # DRAINAGE AREA 5 # EAST #********************************* 001:0093---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:005001 1.75 .344 No_date 0:45 30.88 .480 [CN= 84.0: N= 3.00] [Tp= .10:DT= 5.00] 001:0094---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:005001 1.75 .344 No_date 0:45 30.88 n/a + 07:000910 2.37 .229 No_date 0:45 24.67 n/a [DT= 5.00] SUM= 09:000701 4.13 .573 No_date 0:45 27.31 n/a #********************************* # DRAINAGE AREA 6 # SOUTH EAST #********************************* 001:0095---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:000701 1.60 .227 No_date 0:45 23.38 .363 [CN= 75.5: N= 3.00] [Tp= .10:DT= 5.00] 001:0096---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:000701 1.60 .227 No_date 0:45 23.38 n/a + 09:000701 4.13 .573 No_date 0:45 27.31 n/a [DT= 5.00] SUM= 08:007600 5.73 .800 No_date 0:45 26.21 n/a #********************************* # DRAINAGE AREA 7 # SOUTH WEST #********************************* 001:0097---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 01:007001 1.85 .270 No_date 0:45 23.92 .372 [CN= 76.3: N= 3.00] [Tp= .10:DT= 5.00] 001:0098----------------------------------------------------------------------- FINISH ------------------------------------------------------------------------------- *******************************************************************************



Appendix B SUPPORTING DRAWINGS

2112 carruthers cemetery fsr 21mar14

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