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2. EXISTING CONDITIONS SUMMARY <br /> The site covers approximately 0.20 acres. The site in the existing conditions currently <br /> consists of an existing SFR, shop, driveway, and lawn. The existing structures are to <br /> either be removed or replaced, therefore the total net increase in impervious surfaces is <br /> only 782 sf. Access to the site will be from the end of the existing road to the south (Fern <br /> Rd). Approximately 4,195 sf (0.10 acres) of the site will be impacted by new impervious <br /> surfaces with the entire site, approximately 8,900 sf (0.20 acres) being disturbed as <br /> needed for the clearing/grubbing and restoration of the existing site. <br /> The proposed area of disturbance is the entire site. The proposed area of disturbance <br /> appears to drain to the east. The existing roadway to the south drains to the vegetated <br /> right-of-way of Fern Rd. This project will not affect any off-site flows from passing through <br /> the site as in the existing condition. All of the proposed impervious surfaces for this <br /> project will be either be dispersed via splash blocks or sheet flow with the minimum <br /> required flow path over vegetated surfaces or tightlined to a perforated stub-out <br /> connection and connected to the existing stormwater system within the right-of-way. See <br /> Section 7 of this report for more details. <br /> Soil logs were provided by Ryan Kramer. See Appendix `A'. Soil conditions for the site <br /> were determined to be sandy loam with a depth to hard pan of 31-43 inches below grade. <br /> The USDA Web-Soil Survey was used to determine the existing soil conditions for the <br /> parcel. The soils are mapped as Alderwood-urban land complex. The general site slopes, <br /> in the area of disturbance, are flat and average less than 5 percent down to the east. <br /> Based on the existing soil information and the setbacks of the proposed improvements <br /> from any of the property lines or critical areas there is little potential for erosion or <br /> sedimentation during construction, assuming the basic BMPs included in the SWPPP are <br /> installed and maintained properly. Refer to Figure 2 for an existing basin map. <br /> 15 Fern Rd Duplex 16-0302 <br /> REVISED: June 2016 Page 4 <br />