City of Bismarck
Stormwater Design Standards Manual
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“City of Bismarck, ND”
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“City of Bismarck, ND”
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“Approved: August 22, 2017 Effective: January 1, 2018”
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“Effective: January 1, 2018”
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No evidence cited
“The goal of this section is to provide guidance on the design, performance, and analysis requirements of the City of Bismarck regarding Post-Construction Peak Discharge Compliance.”
Section 4.0, Page 4-1
Design Criteria
“Post-Construction runoff resulting from the 2-, 5-, 10-, and 100-year 24-hour rainfall events shall not exceed the runoff rate of the existing conditions.”
Table 4-1, Page 4-1
“Design BMPs to treat the first 0.5 inches of runoff from impervious areas. 80% Total Suspended Solids (TSS) removal on an average annual basis shall be achieved.”
Table 5-1, Page 5-1
“NRCS (SCS) Curve Number (CN) Method, NRCS Unit Hydrograph Methods & Time of Concentration Methods. The Rational Method is not an accepted methodology for Peak Discharge Control Compliance.”
Section 4.4.1, Page 4-9
“1. HydroCAD 2. InfoSWMM 3. XP-SWMM / XP-STORM 4. Storm & Sanitary Analysis (SSA) 5. Bentley CivilStorm 6. Civil 3D Hydrographs 7. HEC-HMS”
Reference 4-4, Appendix 4
“5.3.1 DETENTION BASINS ... 5.3.2 INFILTRATION BMPS ... 5.3.3 FLOW THROUGH BMPS”
Section 5.3, Pages 5-5 to 5-7