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1130 90TH ST SW 2025-07-29
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1130 90TH ST SW 2025-07-29
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Last modified
7/29/2025 2:29:13 PM
Creation date
7/29/2025 2:16:05 PM
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Address Document
Street Name
90TH ST SW
Street Number
1130
Notes
TARGETED DRAINAGE REPORT
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• <br /> The new/replaced impervious surfaces for this unit will be mitigated using on-site <br /> stormwater management BMPs including downspout splash blocks, dispersion swales, <br /> yard drains, soil management and a driveway transition zones. <br /> Unit 3: <br /> This unit proposes to construct approximately 2,261 sf of new or replaced impervious <br /> surfaces. The following table summarizes the new PGIS and NPGIS proposed. <br /> PGIS NPGIS Total <br /> (sf) (sf) (sf) <br /> Existing *3,816 *2,484 *6,300 <br /> Proposed 662 1,599 2,261 <br /> New/Replaced 662 1,599 2,261 <br /> * = Pre 1997 structures which have been removed between 7/05 and 7/06 <br /> The new/replaced impervious surfaces for this unit will be mitigated using on-site <br /> stormwater management BMPs including downspout splash blocks, dispersion swales, <br /> yard drains, soil management and a driveway transition zones. <br /> Unit 4: <br /> This unit proposes to construct approximately 2,248sf of new or replaced impervious <br /> surfaces. The following table summarizes the new PGIS and NPGIS proposed. <br /> PGIS NPGIS Total <br /> (sf) (sf) (sf) <br /> Existing *3,816 *2,484 *6,300 <br /> Proposed 634 1,614 2,248 <br /> New/Replaced 634 1,614 2,248 <br /> * = Pre 1997 structures which have been removed between 7/05 and 7/06 <br /> The new/replaced impervious surfaces for this unit will be mitigated using on-site <br /> stormwater management BMPs including downspout splash blocks, dispersion swales, <br /> yard drains, soil management and a driveway transition zones. <br /> A. UPSTREAM ANALYSIS <br /> During the site visit it was observed that due to the site grades and surrounding <br /> development/improvements the only area potentially contributing runoff to this site is from <br /> the parcel to the east. This runoff, from the adjacent landscaping and driveway, enters the <br /> site and flows to the west. It was clear that all off-site flows will pass through or around <br /> this site and will remain that way after construction. Based on the location of the proposed <br /> improvements the existing runoff from the upstream area will continue to flow unaffected <br /> around this site after the project has been constructed. <br /> B. DOWNSTREAM ANALYSIS <br /> Runoff from the proposed disturbance areas of the existing site travels to the west over <br /> landscaping toward 11th Place W. The runoff will either be collected by an on-site catch <br /> OLYMPIC TERRACE CONDOS 13-0605 <br /> June 2013 Page 6 <br />
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