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1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
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1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
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2/1/2022 2:59:04 PM
Creation date
5/5/2021 11:01:10 AM
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Address Document
Street Name
E MARINE VIEW DR
Street Number
1622
Tenant Name
WHOLE SITE
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• <br />C7 <br />Table 4.2.2 <br />Storm Drain Inlet Protection <br />Applicable for <br />Type of Inlet <br />Emergency <br />Paved/ Earthen <br />Protection <br />Overflow <br />Surfaces <br />Conditions of Use <br />Drop Inlet Protection <br />Excavated drop inlet <br />Yes, <br />Earthen <br />Applicable for heavy flows. Easy <br />protection <br />temporary <br />to maintain. Large area <br />flooding will <br />Requirement: 30' X 30'/acre <br />occur <br />Block and gravel drop <br />Yes <br />Paved or Earthen <br />Applicable for heavy concentrated <br />inlet protection <br />flows. Will not pond. <br />Gravel and wire drop <br />No <br />Applicable for heavy concentrated <br />inlet protection <br />flows. Will pond. Can withstand <br />traffic. <br />Catch basin filters <br />Yes <br />Paved or Earthen <br />Frequent maintenance required. <br />Curb Inlet Protection <br />Curb inlet protection <br />Small capacity <br />Paved <br />Used for sturdy, more compact <br />with a wooden weir <br />overflow <br />installation. <br />Block and gravel curb <br />Yes <br />Paved <br />Sturdy, but limited filtration. <br />inlet protection <br />Culvert Inlet Protection <br />Culvert inlet sediment <br />18 month expected life. <br />trap <br />Design and Excavated Drop Inlet Protection - An excavated impoundment around the <br />Installation storm drain. Sediment settles out of the stormwater prior to entering the <br />Specifications storm drain. <br />• Provide a depth of 1-2 ft as measured from the crest of the inlet <br />structure. <br />• Slope sides of excavation no steeper than 2H:1V. <br />• Minimum volume of excavation 35 cubic yards. <br />• Shape basin to fit site with longest dimension oriented toward the <br />longest inflow area. <br />• Install provisions for draining to prevent standing water problems. <br />• Clear the area of all debris. <br />• Grade the approach to the inlet uniformly. <br />• Drill weep holes into the side of the inlet. <br />• Protect weep holes with screen wire and washed aggregate. <br />• Seal weep holes when removing structure and stabilizing area. <br />Volume II — Construction Stormwater Pollution Prevention - August 2012 <br />4-80 <br />
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