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1029 52ND ST SW 2022-10-31
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1029 52ND ST SW 2022-10-31
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Last modified
10/31/2022 12:12:26 PM
Creation date
10/31/2022 12:01:23 PM
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Address Document
Street Name
52ND ST SW
Street Number
1029
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• <br /> 3. OFF-SITE ANALYSIS AND MITIGATION <br /> This residential development is expected to add an assumed 14,595 sf (0.34 ac) for the <br /> total project. 11,695 sf (0.27 ac) on-site for future driveways and roofs. An additional <br /> 2,900 sf(0.07 ac) is expected for off-site improvements including curb and sidewalks. <br /> Total Site Areas <br /> The following table summarizes the total impervious surfaces for the entire project, off-site <br /> and on-site in each threshold discharge area. <br /> Proposed Proposed Total Disturbed <br /> Impervious (ac) Pervious (ac) Area (ac) <br /> Basin A 0.02 0 0.02 <br /> Basin B 0.32 0.21 0.53 <br /> In the developed conditions it was assumed that each lot will be covered with the <br /> maximum 55% total impervious coverage. The runoff from the roof surfaces will be <br /> collected and infiltrated on each lot within an infiltration trench. Runoff from the driveways <br /> will infiltrate via the permeable pavement surfacing proposed. New landscaping runoff will <br /> be allowed to leave the site as sheet flow. <br /> The infiltration trenches have been designed to infiltrate 100% of the roof runoff for each <br /> lot. Per Volume I, page G-13 of the SWMMWW, impervious surfaces are considered <br /> ineffective if residential roof runoff is infiltrated in accordance with Downspout Infiltration <br /> Systems in BMP 5.10A Volume III or approved continuous runoff modeling methods <br /> indicate that the entire runoff file is infiltrated. Since this project is proposing to utilize <br /> downspout infiltration trenches and is shown to 100% infiltrate runoff using the VVWHM, <br /> these surfaces (0.18 ac roof area) are considered ineffective impervious surfaces. <br /> Likewise, the permeable pavement section has been designed so that the entire runoff file <br /> is infiltrated and therefore also considered ineffective impervious surfaces as noted above <br /> (0.09 ac). Refer to Section 4 of this report, as well as Appendix A for WWHM•calculations. <br /> The proposed infiltration systems will be sized using the WWHM2012 software and shown <br /> to fully infiltrate up to the 100-year event. Refer to Section 9 of this report for more details. <br /> • <br /> "Seahurst'SP 18-0727Page 6 <br /> September 2019 <br />
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