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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />EROSION AND SEDIMENT CONTROL <br /> <br />Because this project will he phased in four separate construction phases, we request to submit the <br /> <br /> <br />Final Erosion Control Plans concurrently with the Final Grading Plan for each phase. This will <br /> <br /> <br />allow us to better identifY any additional facilities necessarily caused by the proposed construction <br /> <br /> <br />phases. <br /> <br />SUMMARY <br /> <br />Proposed roadside ditches and culverts will safely convey developed runoff to adequate outfall <br />facilities. Culvert outlet protection and ditch protection will be necessary to limit discharges to non- <br />erosive velocities. <br /> <br />Overlot grading will ensure positive drainage away from the proposed building sites. <br /> <br />Larger culvert crossings at the existing grass-lined swale in conjunction with additional fill adjacent <br />to the existing channel will safely convey off-site flows through the project. <br /> <br />Respectfully submitted, <br /> <br />Timothy E. Marshall <br />Project Manager <br />For and On Behalf of JR Engineering, Ltd. <br /> <br />/pj/869600/fnldmg.rpt <br /> <br />5 <br />