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9512 EVERGREEN WAY 2022-08-29
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9512 EVERGREEN WAY 2022-08-29
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Last modified
8/29/2022 8:14:41 AM
Creation date
8/6/2020 1:12:41 PM
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Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
9512
Permit
PW1712-019
Notes
BRANCH EXPANSION - EVERGREEN BRANCH
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Infiltration/Filtration Statistics -------------------- <br />Inflow Volume (ac-ft): 40.83 <br />Inflow Volume Including PPT-Evap (ac-ft): 41.27 <br />Total Runoff Infiltrated (ac-ft): 0.00, 0.00% <br />Total Runoff Filtered (ac-ft): 40.39, 97.87% <br />Primary Outflow To Downstream System (ac-ft): 41.33 <br />Secondary Outflow To Downstream System (ac-ft): 0.00 <br />Percent Treated (Infiltrated+Filtered)/Total Volume: 97.87% <br />Link: FILTERRAS <br />Infiltration/Filtration Statistics -------------------- <br />Inflow Volume (ac-ft): 124.46 <br />Inflow Volume Including PPT-Evap (ac-ft): 124.46 <br />Total Runoff Infiltrated (ac-ft): 0.00, 0.00% <br />Total Runoff Filtered (ac-ft): 119.75, 96.21 % <br />Primary Outflow To Downstream System (ac-ft): 124.53 <br />Secondary Outflow To Downstream System (ac-ft): 0.00 <br />Percent Treated (Infiltrated+Filtered)/Total Volume: 96.21% <br />***********Compliance Point Results ************* <br />Scenario Predeveloped Compliance Link: POC <br />Scenario Postdeveloped Compliance Link: DETENTION TANK <br />*** Point of Compliance Flow Frequency Data *** <br />Recurrence Interval Computed Using Gringorten Plotting Position <br />Predevelopment Runoff <br />Postdevelopment Runoff <br />Tr (Years) <br />Discharge (cfs) <br />Tr (Years) Discharge (cfs) <br />------------------------------------------------------------------------------------------------------------ <br />2-Year <br />0.113 <br />2-Year 4.943E-02 <br />5-Year <br />0.154 <br />5-Year 6.635E-02 <br />10-Year <br />0.201 <br />10-Year 7.814E-02 <br />25-Year <br />0.285 <br />25-Year 0.201 <br />50-Year <br />0.355 <br />50-Year 0.275 <br />100-Year <br />0.403 <br />100-Year 0.378 <br />200-Year <br />0.409 <br />200-Year 0.403 <br />** Record too <br />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%): <br />Maximum Excursion from 50%Q2 to Q2 (Must be Less Than or Equal to 0%) <br />Maximum Excursion from Q2 to Q50 (Must be less than 10%): <br />Percent Excursion from Q2 to Q50 (Must be less than 50%): <br />MEETS ALL FLOW DURATION DESIGN CRITERIA: PASS <br />-1.1 % PASS <br />-1.1 % PASS <br />0.0% PASS <br />0.0% PASS <br />
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