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GENERAL DRAINAGE STANDARDS AND REGULATIONS TABLE OF CONTENTS1. POLICY 2. DEFINITIONS 3. DETERMINATION OF RUNOFF CHARACTERISTICS a. RATIONAL METHOD b. SOIL CONSERVATION SERVICE METHOD 4. DETERMINATION
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01
Start by gathering data on the contributing area and drainage characteristics.
02
Calculate the time of concentration for the drainage area.
03
Determine the peak flow rate using the Rational Method or another appropriate method.
04
Fill out the required information on the form, including the contributing area, peak flow rate, and time of concentration.
05
Review the completed form for accuracy and make any necessary adjustments.
06
Submit the form as required by the relevant authority.

Who needs appendix a-1 runoff peak?

01
Engineers and designers working on stormwater management projects.
02
Local government agencies requiring documentation of peak runoff rates for new developments or redevelopment projects.
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Appendix A-1 runoff peak refers to the maximum rate of flow of water in a watercourse or drainage area during a storm event.
Engineering firms, developers, and municipalities are typically required to file appendix A-1 runoff peak as part of stormwater management plans.
To fill out appendix A-1 runoff peak, one must collect data on rainfall, land use, soil types, and topography to calculate the peak flow rates.
The purpose of appendix A-1 runoff peak is to help manage stormwater runoff and prevent flooding in developed areas.
Information such as rainfall data, land use characteristics, soil types, and topographic features must be reported on appendix A-1 runoff peak.
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