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9826 7TH AVE SE 2025-06-25
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9826 7TH AVE SE 2025-06-25
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Last modified
6/25/2025 11:13:52 AM
Creation date
4/1/2025 1:59:20 PM
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Street Name
7TH AVE SE
Street Number
9826
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***********Compliance Point Results ************* <br />Scenario Predeveloped Compliance Subbasin: Subbasin 1 <br />Scenario Postdeveloped Compliance Link: Sewer Outfall <br />*** Point of Compliance Flow Frequency Data *** <br />Recurrence Interval Computed U <br />Predevelopment Runoff Postdevelopment Runoff <br />Tr (Years) Discharge (cfs) Tr (Years) Discharge (cfs) <br />2-Year <br />4.359E-03 <br />5-Year <br />7.474E-03 <br />10-Year <br />1.034E-02 <br />25-Year <br />1.418E-02 <br />50-Year <br />1.640E-02 <br />100-Year <br />2.051 E-02 <br />200-Year <br />3.766E-02 <br />500-Year <br />6.068E-02 <br />** Record too Short to Compute <br />**** Flow Duration Performance **** <br />2-Year <br />7.744E-02 34.76 gpm <br />5-Year <br />0.102 45.78 gpm <br />10-Year <br />0.124 55.66 gpm <br />25-Year <br />0.156 70.02 gpm <br />50-Year <br />0.191 85.73 gpm <br />100-Year <br />0.238106.82 gpm <br />200-Year <br />0.268 120.29 gpm <br />500-Year <br />0.306 137.34 gpm <br />Discharge for These Recurrence Intervals <br />Excursion at Predeveloped 50%Q2 (Must be Less Than or Equal to 0%): 591.7% FAIL <br />Maximum Excursion from 50%Q2 to Q2 (Must be Less Than or Equal to 0%): 3326.0% FAIL <br />Maximum Excursion from Q2 to Q50 (Must be less than 10%): 99999.0% FAIL <br />Percent Excursion from Q2 to Q50 (Must be less than 50%): 100.0% FAIL <br />FLOW DURATION DESIGN CRITERIA: FAIL <br />**** LID Duration Performance **** <br />Excursion at Predeveloped 8%Q2 (Must be Less Than 0%): <br />Maximum Excursion from 8%Q2 to 50%Q2 (Must be Less Than 0%) <br />LID DURATION DESIGN CRITERIA: FAIL <br />12.6% FAIL <br />591.7% FAIL <br />
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