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e t <br /> 2. EXISTING CONDITIONS SUMMARY <br /> The entire property consists of 0.29 acres. Runoff generated from the existing site sheet <br /> flows in a northern direction. This project will not affect any off-site flows from passing <br /> through or around the site as in the existing conditions. <br /> Land use around the site is primarily single-family homes. The parcel associated with this <br /> project is undeveloped and consists of pasture ground cover. The grades on the site are <br /> moderate and average approximately 8 percent. <br /> Soil logs taken by Gary A. Flowers, PLLC were used to determine the soils on-site. Soil logs <br /> showed silty fine to medium sand and medium to coarse sand with silt. No groundwater or <br /> caving was encountered to a depth of 6 feet (see Appendix A for soil logs). The USDA Web <br /> Soil Survey was also used to show that the site consists of Everett very gravelly sandy loam. <br /> General site slopes in the area of disturbance are moderate and average approximately 8 <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 map. <br /> McCann SFR 19-0913 <br /> September 2019 <br /> Revised:January 2020 Page 4 <br />