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5. An estimate of the total volume (cubic yards) of materials proposed to be <br />imported to or exported from the site. <br />6. Provisions for groundwater management (dewatering), including sub- <br />surface drains, disposals, ponding and flood controls. <br />7. Spot elevations at drainage break points and directional arrows indicating <br />site swale and lot drainage. <br />8. Proposed lot lines, lot and block numbers, building style, building pad <br />location and elevations at the lowest floor and garage slab, if applicable, for each lot. <br />9. Locations, sizes, grades, rim and invert elevations of all proposed <br />stormwater facilities, including ponds, proposed to serve the subject property. <br />10. The location of all oversize, non -typical easements including conservation <br />easements, if applicable. <br />11. Show the boundary of the 100 year flood elevations of all waterbodies. <br />12. Locations of all stormwater management practices, infiltration areas, and <br />areas not to be disturbed during construction. <br />13. Normal water level, high water level, and emergency overflow elevations <br />for the site and all associated ponding systems. <br />14. Location of areas where construction will be phased to minimize duration <br />of exposed soil areas. Include map and calculations as necessary of areas of grubbing, <br />clearing, tree removal, grading, excavation, fill, and other disturbance; areas of soil or <br />earth material storage; quantities of soil or earth material to be removed, placed, stored, <br />or otherwise moved on site, and delineated limits of disturbance. <br />15. Location and type of all temporary and permanent erosion prevention, <br />sediment control, stormwater runoff, and soil stabilization BMPs, along with procedures <br />to be used to establish additional temporary BMPs as necessary for the site conditions <br />during construction. Standard plates and/or specifications for the BMP's used on the <br />project must be included in the final plans and specifications for the project. Location and <br />design of temporary sediment basins where 10 acres or more (5 acres or more for special <br />or impaired waters) are disturbed and drained to a single point. When site restrictions do <br />not allow for a temporary sediment basin or less than the required acreage is being <br />developed, temporary sediment basins where appropriate are encouraged, but not <br />required in areas with steep slopes or highly erodible soils or to take equivalent measures <br />such as smaller basins, check dams, and vegetated buffer strips. <br />16. Methods to be used for final stabilization of all exposed soil areas. <br />