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• � I <br /> AOII <br /> AO11-9 ❑� <br /> �I,.; .mu <br /> © <br /> SUBSTATION YARD w. <br /> POLE RACK \� � � <br /> LLLJJJ 3,.I 1 r - ✓ <br /> , <br /> LRVICE uoEK <br /> �..h INTER <br /> - wA. EHOUSE <br /> ,a <br /> rr <br /> CANOPY <br /> 9 fi,nuI B� <br /> rola 7,, I ll OFFICE <br /> 101:3 is <br /> P O . <br /> cW <br /> h g <br /> �a <br /> rl I ow <br /> ILn[}la-lo i�n It m <br /> MAIN ENTRANCE GATE 1 ,„„RPL <br /> o, % GIA <br /> L PLeAPfOt LREP <br /> b BORINGS <br /> 11 SHALLOW ENVIRONMENTAL BORING (MAX. 3 FEET BGS) <br /> DEEP ENVIRONMENTAL BORING (MAX. IS FEET BGS) <br /> DEEP GEOTECHNICAL BORING (MAX. 25 FEET BGS) <br /> _ <br /> PREVIOUS INVESTIGATION BORINGS USED FOR DELINEATION OF ADIS 5 0 100 <br /> FIRM._ ... --------� <br /> iq P' ■ PRE-CONFIRMATION SAMPLE LOCATION (TO BE COLLECTED DURING RAA IMPLEMENTATION) <br /> LEGEND REVISED x <br /> ” SCALE IN FEET <br /> s SED AREAS OF IMPACT (AGIs) BASED ON SGEI DATA <br /> SYMBOL BESCRIPTION <br /> ®ADI I - B(o)P EQUIVALENTS )0.9 MG/KG IN SOIL (DEPTH OF EXCAVATION = 3.5 FEET) <br /> ® CATCH BASIN {! <br /> EXISTING STRUCTUR[ ®AOI 2 - B(a)P EQUIVALENTS )0.9 MG/KG IN SOIL (DEPTH OF EXCAVATION = 3.5 FEED ..,,.e <br /> r RAILkW TRACK AOI 3 - B<o)P EQUIVALENTS )0.9 MG/KG AND TPH )1,000 MG/KG IN SOIL <br /> -- DRAINAGE SYALE/DITCH (DEPTH OF EXCAVATION = 13 FEET OUTSIDE MBR STATION; 8 FEET INSIDE M4R STATION; AND } I REVISED AREAS OF IMPACT <br /> CHAIN LINK FENCE 1.5 FEET AT A013-3 LOCATION) <br /> O FORMER CASHOLDER LOCATION ® WENT, Pacific Gds and Electric Company:AOI 4 - B(e)P EQUIVALENTS )0.9 MG/KG AND TPH )1,000 MG/KG IN SOIL; <br /> VOCs >RESIDENTIAL CHHSLs IN SOIL GAS; TPH )100 UG/L IN GROUNDWATER LOC"noN` Former Tracy MGP Site <br /> (DEPTH OF EXCAVATION = 1.5 AT A014-2; 13 FEET FOR THE REMAINDER.) Supplemental GeotecIVEnv.investigation <br /> AOI 5 - LEAD>80 MG/KG AND B(a)P EQUIVALENTS )0.9 MG/KG(DEPTH OF EXCAVATION = L 5 FEET) FIGURE. <br /> AOI 6 - B(G)P EQUIVALENTS >0.9 MG/KG AND TPH )1,000 MG/KG IN SOIL(OEPTH OF EXCAVATION = 3 FEET) PARSONS 1 3 <br /> 0,61 502 �f 6�c.,�rrL✓�v�, <br />