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7800 EVERGREEN WAY HYUNDAI Drainage Report 2025-04-28
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7800 EVERGREEN WAY HYUNDAI Drainage Report 2025-04-28
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Last modified
4/28/2025 2:44:55 PM
Creation date
4/28/2025 2:43:07 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
7800
Tenant Name
HYUNDAI
Address Document Type
Drainage Report
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Infiltration/Filtration Statistics <br /> Inflow Volume (ac-ft): 462.99 <br /> Inflow Volume Including PPT-Evap (ac-ft): 462.99 <br /> Total Runoff Infiltrated (ac-ft): 462.90, 100.00% <br /> Total Runoff Filtered (ac-ft): 0.00, 0.00% <br /> Primary Outflow To Downstream System (ac-ft): 0.08 <br /> Secondary Outflow To Downstream System (ac-ft): 0.00 <br /> Volume Lost to ET (ac-ft): 0.00 <br /> Percent Treated (Infiltrated+Filtered+ET)/Total Volume: 99.98% <br /> ***********Compliance Point Results************* <br /> Scenario Predeveloped Compliance Subbasin: Subbasin 1 <br /> Scenario Postdeveloped Compliance Link: New Structure Lnk1 <br /> *** Point of Compliance Flow Frequency Data*** <br /> Recurrence Interval Computed Using Gringorten Plotting Position <br /> Predevelopment Runoff Postdevelopment Runoff <br /> Tr (Years) Discharge (cfs) Tr (Years) Discharge (cfs) <br /> 2-Year 2.548E-02 2-Year 0.000 <br /> 5-Year 4.041E-02 5-Year 0.000 <br /> 10-Year 5.223E-02 10-Year 0.000 <br /> 25-Year 6.789E-02 25-Year 0.000 <br /> 50-Year 7.490E-02 50-Year 0.000 <br /> 100-Year 8.544E-02 100-Year 0.000 <br /> 200-Year 0.118 200-Year 0.000 <br /> 500-Year 0.161 500-Year 0.000 <br /> ** Record too Short to Compute Peak Discharge for These Recurrence Intervals <br /> **** Flow Duration Performance **** <br /> Excursion at Predeveloped 50%Q2 (Must be Less Than or Equal to 0%): 0.0% PASS <br /> Maximum Excursion from 50%Q2 to Q2 (Must be Less Than or Equal to 0%): 0.0% PASS <br /> Maximum Excursion from Q2 to Q50 (Must be less than 10%): 0.0% PASS <br /> Percent Excursion from Q2 to Q50 (Must be less than 50%): 0.0% PASS <br /> MEETS ALL FLOW DURATION DESIGN CRITERIA: PASS <br />
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