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/b-1816onsulLont y y-.: > \mmmm• , •■■ ..•., .r-' .:• . '(!■■•-:■'■ ‘■■- ■' .V•;•■ ■• .:- ;■W1 Iti:• ■■ •' il:____•• ••!V jDece«t-er 10, lv?7 Fate 2mmmmI ■■ ■ -‘jmrm In contrast, the banJc restoration for Mr. Haye used 216 tora of Class IV S v rock for the face slope and Class I » II for fill saterial. The tank restoration did not extend to ttie NOHW, and is 2-3' thick at the bank, with a slope at 2:1. The 216 tons of rock does not include the placesent of 150 lineal feet of rip <br />rap which has t^n approved by the MCUD based on their *uidelines for shoreline <br />erosion protection. <br />With regard to the revegation of the site. Hr. Robin has prepared detailed spe­ <br />cifications for site preperation, listed specific plant aaterials for use, and <br />outlined a aaintenance program to assure adequate regrowth of naturaiy occouring <br />vegetation. <br />Based upon the exhibits subsitted, I request that you reccwaend approval of the <br />application. The project demonstrates acceptable integrity as this construction <br />■ethod has been approved by other engineering review agencies, and the potential <br />to revegetate the site consistent with other natural settings. <br />I as available to seet with you and your staff at your convenience to further <br />discuss this inforaation. <br />Respectfully Subsitted, <br />r-