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December 10, 1987 <br />Page 2 <br />In contrast, the bank restoration for Mr. Waye used 216 ;.ons of Class IV & V <br />rock for the face slope and Class I & II for fill material. The bank restoration <br />did not extend to the NOHW, and is 2-3' thick at the bank, with a slope at 2:1. <br />The 216 tons of rock does not include the placement of 150 lineal feet of rip <br />rap which has been approved by the MCWD based on their guidelines for shoreline <br />erosion protection. <br />With regard to the revegation of the site, Mr. Robin has prepared detailed spe- <br />cifications for site preperation, listed specific plant materials for use, and <br />outlined a maintenance program to assure adequate regrowth of naturaly occouring <br />vegetation. <br />Based upon the exhibits sibmitted, I request that you recommend approval of the <br />application. The protect demonstrates acceptable integrity as this construction <br />method has been approved by other engineering review agencies, and the potential <br />to revegetate the site consistent with other natural settings. <br />I am available to meet with you and your staff at your convenience to further <br />discuss this information. <br />Respectfully Submitted, <br />0 <br />N6%46" <br />Clifford Reep <br />cc J. Waye <br />