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2. EXISTING CONDITIONS SUMMARY <br />The site covers approximately 0.28 acres. The existing site contains an SFR, carport, <br />concrete patio, walkway (ail to be removed or replaced), and a landscaped lawn. Access <br />to the site will be from the existing roadway to the east (Chestnut St). Approximately <br />2,402 sf (0.06 acres) of the parcel will be impacted by new impervious surfaces, with the <br />entire site, approximately 12,197 sf (0.28 acres) being disturbed as needed for the <br />clearing/grubbing and restoration of the existing combined site. <br />The proposed area of disturbance is the entire site. The proposed area of disturbance <br />drains to the north/northeast. Neither the existing roadway to the east nor the existing <br />alleyway to the west drain toward either property. This project will not affect any off-site <br />flows from passing through the combined site as in the existing condition. All of the <br />proposed impervious surfaces for this project will be dispersed on-site and leave the <br />project parcels as sheet flow or naturally infiltrate on-site via shallow swales. <br />Since the parcel has been cleared previously and appear to have been graded the USDA <br />Web-Soil Survey was used to determine the existing soil conditions for the parcel. Refer <br />to Figure 4. The soils are mapped as Alderwood-Urban land complex. The general <br />combined site slopes, in the area of disturbance, are moderate and do not exceed 10 <br />percent. Based on the existing soil information and the setbacks of the proposed <br />improvements from any of the property lines or critical areas there is little potential for <br />erosion or sedimentation during construction, assuming the basic BMPs included in the <br />SWPPP are installed and maintained properly. Refer to Figure 2 for an existing basin <br />map. <br />Haack Chestnut SFR 15-0118 <br />October 2015 Page 4 <br />