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a�V A. <br />BORROW I` ORGANIC TOPSOIL <br />/ AREA STOCKPILE - <br />i <br />+ — +—— + % + S \ + + <br />s <br />PLATE 1 // <br />I I ��� i <br />i Ilji <br />i ill <br />$ <br />I--�� <br />I;'kill� N l <br />l I <br />Litt <br />_ <br /># - Il[, — <br />__— <br />J'V1l`\ N 8Z7s— — + <br />E 1739.50 <br />— \1 <br />vI <br />o <br />1/ <br />+ + + <br />DATE OF ISSUE: 02/21/2008 VECTOR <br />DESIGNED BY: ENGINEERING, INC. <br />DRAWN BY: BCA <br />CHECKED BY: MAC USA a CENTRAL & SOUTH AMERICA a PHRJPPINE.4 <br />REV. N0. I DATE DESCRIPTION DRAWN BY DESIGNED BY CRECKED BY APPROVED BY I APPROVED BY: MAC 143E Spring MR Drive, Gras Valley, CA 95945 +1-530-272-2448 +1-530-272-8533 fax <br />This drawing hes not been published but rather has been prepared by Vector Enslneeriog, Inc. for use by the client named in the title block, solely In respect of the construction operation, <br />and maintenance of the facility named In the title black. Vector Engineering Inc. shall not be liable for the use of this drawing on any other facility or for any other purpose. <br />i <br />/ <br />�srr� <br />GRAPHIC SCALE <br />200' 0 100• 200' 100• - 800• <br />LEGEND <br />-� - - — EXISTING 10 FL CONTOUR <br />- <br />---— - EXISTING 2 FT CONTOUR <br />PROPOSED 10 FT. CONTOUR <br />PROPOSED 2 FT CONTOUR <br />—•••— PARTIAL FINAL CLOSURE LIMIT <br />II <br />I <br />P—I PERMEABILITY SAMPLE LOCATION <br />N 741- <br />E <br />4:E 692 <br />FORWARD LANDFILL <br />STAGE 1—A CLOSURE <br />STOCKTON, CALIFORNIA <br />PERMEABILITY LOCATIONS <br />FIGURE NO. <br />C <br />PROJECT NO. <br />021605.06 <br />