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Existing Grade Level Channel CL DREDGE AREA BELOW MLLW <br /> 1.52 <br /> 1.71' TOP OF BERM 2.25'NAVD 88 <br /> Annual High Tide Line 1.13'NAVD 88 <br /> 5.40HW Line •0.58'NAVD 88 <br /> " <br /> LLW Line -1.39'NAVD 88 <br /> Ir- <br /> BOTTOM DEPTH -5.98'NAVD 88-4,61'MLLW <br /> 20.040 30.01 20.0' LEGEND <br /> 70.0' ® DREDGE AREA BELOW MLLW <br /> a <br /> SHEET TITLE CUT BANK SLOPE RATIO <br /> CS-1 ST.CHRISTOPHER HARBOR HOA CHANNEL CROSS SECTIONAL PERMITTING APPLICATION IS Philip Hanley <br /> DATE:02-12-01 HEAD ISLAND PROJECT STATION NO.2 � ERfl LLC <br /> REN FILE N0.31-308838-001 PO e..1872 CI.,.m...,OK 74019 <br /> REV: VERO BEACH FL VERSION 1.2 FIGURE NO.22 <br /> SCALE:i'=10' amnw 8.esr.phb ti,r°m.u."s,.am.pwmm"1 <br /> IN OIBP c-m"..O."N""b°C 82289 <br /> JERRY ZAMORA P,E, <br /> CIVIL ENGINEER <br /> P.E. No. 44207 ! <br /> STATEO91 OF7FLORIDA ATE: �arJ ? t <br /> Z AMOR <br /> & ASS CIATES, INC. <br /> ENGINEERING G U.S.Army Corps <br /> 11410 N. KENDALL DRIVE SUITE 302 MIAMI, FLORIDA 33176 of Engineers <br /> (305) 273-7801 FAX (305) 273-9514 <br /> Appl.#_S A LT- ZO l 1 -1119.23 <br /> Date /bg/i z <br /> Drawing#9,of Q initials 1-c,4 <br /> *A <br /> to <br /> k <br />