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W <br /> k <br /> e <br /> EXPLANATION <br /> Groundwater monitoring well (Deep Zone) I <br /> Groundwater recovery well <br /> (S=Shallow, 1=Intermediate, D=Deep) <br /> 9999 Groundwater elevation In feet <br /> referenced to Dean Sea Level Fence <br /> � <br /> 999g 100* - -Groundwater elevation contour, x[6 4,5]--�x x--x x x x�Mw 5D <br /> dashed where inferred x a <br /> MW-5S <br /> [99.991 Not used in contouring Station —644 6 <br /> BudZ ding x w 00 <br /> ao <br /> Approximate groundwater N to <br /> Flow direction at a x ZN= <br /> gradient of 0 004 to 0 008 Ft./Ft. 3 C: <br /> 0 <br /> O4-j <br /> Gross Q <br /> O <br /> a o [-6 53] x 1 V N <br /> MW-z [-6 25] 204 <br /> a Z v <br /> 6 98] _------I W MW 70 <br /> MW-40 I I MW-TS U <br /> MW-4S-, I Underground 1 ( —623 L6 <br /> —6 53 .� I Storage Tank I O H 0 a <br /> V ft-ftT 6 50J X UJ °c'r v N <br /> v C� <br /> MW-3 x = O4- 0 <br /> --------.--_ (-700) __ ♦ [650] rte— U)io 0 <br /> --7 31 ~~1 planter a r--j <br /> [-6 57] <br /> 7 311 Mw-si� <br /> —[-7 42]MW-SD E 6 9i] _ �`MW-est <br /> � —6 97 <br /> — -------- (-750) / <br /> ♦ WEST MARCH LANE { <br /> —(-8 00). <br /> } J <br /> / �■C <br /> —[-8 10] ♦ 6 991- M 9Q <br /> a r <br /> 8 1 1] MW-101 [—7 38] Mw-91 � —N— <br /> MW-108 W s <br /> M W-9S <br /> —821 —682 0 l 50 <br /> U <br /> UA 5 <br /> vzlaj O <br /> Scale in Feet ES & <br /> M Pa <br /> Zr <br /> O <br /> Source Figure modified from drawing provided by MPDS Sewes Inc ERI and Marrow surveying O a0 „J. <br />