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9509 7TH AVE SE 2025-07-28
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9509 7TH AVE SE 2025-07-28
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Last modified
7/28/2025 2:22:40 PM
Creation date
7/28/2025 2:22:04 PM
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Address Document
Street Name
7TH AVE SE
Street Number
9509
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2. EXISTING CONDITIONS SUMMARY <br /> The site covers approximately 0.40 acres. All of the proposed disturbance area of the <br /> existing site contains hard surfaces, grasses, and few trees. Therefore, all of the <br /> proposed impervious surfaces will be considered new or replaced NPGIS and PGIS. <br /> Approximately 0.08 acres of the site will be impacted by new impervious surfaces with <br /> approximately 0.16 acres of the site being disturbed as needed for the clearing/grubbing <br /> and restoration of the existing site. This site has been previously cleared and graded and <br /> contains an existing SFR, driveway and detached shop/shed. <br /> The proposed area of disturbance is in an area that drains to the northeast with no <br /> significant off-site areas found to be tributary to this parcel, based on site observations and <br /> the site topography available on-line. The existing roadways contain flows within the <br /> R.O.W. and the only area contributing any flows is form the SFR lot to the south and only <br /> a portion of the existing landscaping appears to contribute flows to this site. Therefore, it <br /> appears these flows will not affect this project. No erosion or capacity issues were <br /> observed on or around this site. All runoff from the proposed developed portion of this site <br /> leaves as sheet flow over the north property line as sheet flow and is collected offsite in <br /> the roadway that then directs runoff to the east. <br /> The soils have been reviewed and found to be Alderwood-Urban Land Complex type soils. <br /> The general site slopes in the area of disturbance are flat at approximately 2% or less. <br /> Based on the existing soil information and the setbacks of the proposed improvements <br /> from any of the property lines there is little potential for erosion or sedimentation during <br /> construction assuming the basic BMPs included in the SWPPP are installed and <br /> maintained properly. Refer to Figure 2 for an existing basin map. <br /> Fordham SFR 12-0906 <br /> Oct. 2012 Page 4 <br />
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