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\O xistin Starrrr L'%ne: �• `Illli. <br /> �Y i-1 I� Ile '��-� - - - �� <br /> ON)(0 �tinT Ve er �. me, _ I ,v � <br /> s"t' g�' e)iveiiirie'� <br /> r:;'\ Pit <br /> ,'--_- ;;;II I,;,,�-,��''I�I'I IIlI1I;Il,,;�II v-�s v,"t�-;-_-i rv;;/r I;I�/,,a--,-�'\I,I II;II,,'II,_v �,R¢--_-c;/1I l,,--_-�',I lIIII Ii,,AI_-b;B,�--_-'{u;;C;S,,,-,��''I1I�II I1l;��Ii,;\IIl_v-��I,n�jp�--_-,p;/II►u <br /> I;aI -;i.n,�--_-;\;:�s I ce <br /> ar rm, <br /> 1S c' <br /> , Xis irlig g�-/ ,\Pl atforri <br /> Plan <br /> View <br /> Platform ccess Ground <br /> Manhole Surface Fill Port #2 Fill Port <br /> #11111 <br /> 1 <br /> el{b { Y\15ftbgeaDep z mate s SideView <br /> °, <br /> Legend Notes: <br /> Angled Soil Boring � Soil -bgs=below ground surface <br /> - <br /> -_-� <br /> Proposed Soil Boring <br /> s <br /> All borings will be angled to collect soil under tank. <br /> Conceptual drawing not to scale.All locations and depth are Shed 7,East Complex <br /> Soil Sample Location (dashed at depth) approximate. Port of Stockton,California <br /> Estimated depth of tank is 7-10 feet below ground surface. <br /> mi <br /> • Location of soil borings and sample depths may be adjusted Geosptec° Figure <br /> Soil and Grab Groundwater Sample Location based on conditions encountered in the Feld. <br /> consultants <br /> 3 <br /> WR2501E September2024 <br /> P:\G IS\Port_Of_Stockton\East-Complex\project\2024-08_Closu re Permit\CrossSection\Fig03_Proposed_Borings.ai <br />