Laserfiche WebLink
ar\e <br /> soneW�v VP-14 _ <br /> R <br /> ose� <br /> W6 — <br /> u,N s9 `70 V .-3 4-1§.47 <br /> � 3 — <br /> \ v 2 �. <br /> W4 .0) - m <br /> -10.02 P- t '\ <br /> -10.04 �t W -3 <br /> \ ormer nk <br /> 2 O <br /> avatian -10- VP-6 <br /> a VP-10 700 <br /> v <br /> \ <br /> VP-12 V • \ l M <br /> 110 <br /> -10.13 <br /> \ q <br /> Former \\ � <br /> Forme \ \\ Stati Build, \ <br /> „ c MW7 — <br /> a l \\ \ um d \ 1 VP-1 <br /> Is s \ <br /> e c \ \\ \ 19> \ \ <br /> m <br /> lam+ <br /> VP-13 <br /> W- •V 7 <br /> -9. <br /> O <br /> G <br /> m <br /> v <br /> O 25 50 <br /> I I <br /> feet N - <br /> Figure 7. Groundwater gradient on the site of former Exxon Retail Site 7-3942, <br /> Stockton , CA. <br />