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N <br />0 <br />,-. <br />H <br />a <br />A <br />N <br />J <br /> <br /> <br />Slope = 2H:1V ~ 50~ `~ Slope = 2H:1V <br />E-5~ -4' High Berm <br />~ _ <br />~ _ <br />Unconsolidated Material _ <br />•aeaea v/' <br />~Y C. ~F~Fp~ C~iTWCATION <br />O I certiy tlrat I have reviewed this drawing and that <br />~ ~ It was prepared under the superNsbn o1 a certlfled <br />Y0336 ~. Protessionel engineer, geobglat or lend surveyor <br /> esslated by e~erla b a variety of nelural resounxs <br />~ W dbdpllnae. Thb Inlonnetlon coMalned herein b <br /> <br />~ <br />N <br />LE'- accutatato She best oS tiM famxtHdge ar}d beHet. <br />l//23 4 <br />~°L~ <br />~ <br />A d <br />m <br />09 Side Slope <br />20% SIDE SLOPE <br />FIGURE <br />2.05.3-g <br /> <br />