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0 N T <br /> O <br /> N IR- S - 15 <br /> m m IR - S - 9 IR - S - 12 IR - S- 19 IR - S - 22 <br /> SP <br /> m QJ <br /> o zo LL � <br /> O o ¢ SP SP O <br /> y II 0 sP 00 <br /> SP <br /> N o SP w o <br /> CD m m <br /> > <br /> z O SP <br /> SP <br /> W 30 o SP SP SM _ : <br /> SP $M o <br /> SP GV/ o <br /> O SP '� REDGE LIMIT AT -30' NGVD o <br /> DREDGE �INCLUOES 2 OVERCUT ALLOWANCE) <br /> EXCLUSION <br /> w 40 DREDGE EXCLUSION AREA BORROW AREA LIMITS <br /> o <br /> — 1000 <br /> z000 3D000 OO 4000 - 5000 <br /> EDGE OF SECTION A-A' <br /> BORROW AREA 1 " = 600' LEGEND <br /> IR - S - 15 <br /> SP -MEDIUM TO FINE SAND, SHELL FRAGMENTS <br /> -40 _. IR - S - - S- 16 AND WHOLE SHELLS <br /> Sp SM -FlNE SAND AND SILT <br /> o SP <br /> > oQ000a SW -WELL GRADED SAND AND SHELL FRAGMENTS <br /> z SP <br /> F EDGE OF To -rq <br /> Sp BORROW AREAO p GW -COARSE SHELL, SHELL FRAGMENTS AND SAND <br /> Lk -30 SP <br /> o SM BORROW AREA LIMITS <br /> _ SP <br /> DREDGE LIMIT AT -30' NGVD <br /> w SM SW " (INCLUDES 2' OVERCUT ALLOWANCE) NOTES: <br /> w GW o DREDGE GW 1 . ALL ELEVATIONS REFERENCED TO NATIONAL GEODETIC <br /> SM - - - EXCLUSION VERTICAL DATUM OF 1929 . <br /> -4o AREA <br /> 2. VIBRACORE WIDTHS EXAGGERATED FOR VISUAL CLARITY. <br /> BORROW AREA MITS <br /> _ 3. ESTIMATED TOTAL VOLUMETRIC YIELD OF BORROW AREA <br /> -T-------TT-- -� AS SHOWN IS 1 .8 MILLION CUBIC YARDS. <br /> 0 1000 2000 <br /> SECTION B — B 4. DESCRIPTIVE CLASSIFICATION OF BORROW MATERIAL <br /> 1 = 600 ' MODIFIED FROM UNIFIED SOILS CLASSIFICATION. <br /> and QA-QC . ery ree ne. N <br />