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801 E CASINO RD 2025-07-25
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801 E CASINO RD 2025-07-25
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Last modified
7/25/2025 8:35:30 AM
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7/25/2025 8:34:45 AM
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Address Document
Street Name
E CASINO RD
Street Number
801
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TECHNICAL INFORMATION REPORT
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5.2.2 REQUIREMENTS FOR USE OF BMP CREDITS <br /> 5.2.2 REQUIREMENTS FOR USE OF BMP C DITS <br /> Projects that implement flow control BMPs,whether required or optional,may use the flow control BMP <br /> credits described in this section subject to the requirements in Sections 5.2.2.1 and 5.2.2.2. <br /> Two kinds of credits are available. First, any impervious surface served by a flow control BMP that meets <br /> the design specifications for that BMP in Appendix C may be modeled as indicated in Table 5.2.2.A <br /> (below). Such credits may be used in the following situations: <br /> 1. To compute post-development runoff time series when sizing required flow control facilities. <br /> 2. To compute post-development 100-year peak flows when assessing any of the 0.1-cfs exceptions from <br /> the area-specific flow control facility requirement in Sections I.2.3.1A,B,and C. <br /> Second,any impervious or non-native pervious surface that is fully dispersed per the full dispersion <br /> criteria in Section 1.2.3.2C is not considered a target surface of the area-specific flow control facility <br /> requirement(Section 1.2.3.1)or the area-specific water quality facility requirement(Section 1.2.8.1). <br /> TABLE 5.2.2.A FLOW CONTROL BMP FACILITY SIZING CREDITS(1) <br /> Flow Control BMP Type Facility Sizing Credit <br /> Full dispersion Model fully dispersed surface as forest12l <br /> Full infiltration(3) Subtract impervious area that is fully infiltrated <br /> Limited infiltration Model tributary impervious surface as 50%impervious,50%grass <br /> Basic dispersion Model dispersed impervious surface as 50%impervious,50%grass <br /> Rain garden Model tributary impervious surface as 50%impervious,50%grass <br /> 8,;, Permeable pavement(non-grassed) Model permeable pavement area as 50%impervious,50%grass <br /> Grassed modular grid pavement Model permeable pavement as all grass <br /> Rainwater harvesting Subtract area that is fully controlled <br /> Vegetated roof Model vegetated roof area as 50%impervious,50%grass <br /> Restricted footprint Model footprint as restricted <br /> Wheel strip driveways Model credited area as 50%impervious, 50%grass <br /> Minimum disturbance foundation Model foundation area as 50%impervious, 50%grass <br /> Open grid decking over pervious area Model deck area as 50%impervious,50%grass <br /> Native growth retention credit Model credited impervious area as 50%impervious,50%grass <br /> Perforated pipe connection None <br /> Notes: <br /> (1) These credits do not apply when determining eligibility for exemptions from Core Requirement#3 or <br /> exceptions from the flow control facility requirement unless otherwise noted in the exemption or exception. <br /> (2) Surface shall be modeled using the soil type found at that location on the site, except for vegetated roofs, <br /> where the soil shall be assumed to be till. <br /> 13) For any project subject to Small Project Drainage Review, and for any single family residential project <br /> subject to Full or Large Project Drainage Review,the design requirements and specifications in Appendix <br /> C,Section C.2.2 may be used for design of full infiltration. For all other projects,full infiltration must be <br /> designed in accordance with infiltration facility standards in Section 5.4. <br /> 5.2.2.1 USE OF CREDITS BY SUBDIVISION PROJECTS <br /> If a proposed project is a subdivision project,6 implementation of flow control BMPs on the individual lots <br /> of the subdivision may be deferred until a permit is obtained for construction on each lot. Therefore, <br /> 6 For purposes of applying flow control BMPs,the term subdivision or subdivision project refers to any project that is a short plat, <br /> plat,or binding site plan. <br /> 2009 SurFace Water Design Manual 1/9/2009 <br /> 5-13 <br />
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