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f <br /> L� <br /> A011-1%�NW A011-2 - A011-3 <br /> 0➢11- ❑I I I I I <br /> 011-6 <br /> AD <br /> 'fl, A�11-A ran �t.tEi Trp <br /> SUBSTATION YARD 8 -21 1 <br /> POLE RACK /J <br /> � HOI2-I GI2-2 - w¢ <br /> -r� A012 <br /> T • -�� _ TB-Y• E2-0 <br /> AZ o TERE C D2 C o n amen 90,Ao -1 / I• <br /> L% • HOUSE. r� (° <br /> B-30�I. \ Amb -1 CANOPY1 Ht 11 4t <br /> 1 <br /> \, Rn 016-2 IL N4n Am3-1 K2- , <br /> F OF CE <br /> AGI4 <br /> ! 4-6 _ A013-3 <br /> �. <br /> 01 -B I4-4 E3-SG1 <br /> 4 W <br /> ' a014- 3-1 <br /> X <br /> T014-2 c <br /> n �-10 <br /> MAIN ENTRANCE GATE 1 XeT— <br /> M:1CR a1G R[fLLllat MCA' <br /> p w BORINGS <br /> ,01 - SHALLOW ENVIRONMENTAL BORING (MAX. 3 FEET BGS) <br /> NO4 <br /> k I -3A3• DEEP ENVIRONMENTAL BORING (MAX. IS FEET BGS) <br /> • DEEP GEOTECHNICAL BORING (MAX. 25 FEET BGS) <br /> ��'��""""i��_�•77}Tt����- VIOUS INVESTIGATION BORIN SED FOR DELINEATION OF ADIS 550 0 100 <br /> PCI-AO16 N PRE-CONFIRMATION SAMPLE LOCATION (TO BE COLLECTED DURING RAV IMPLEMENTATION) <br /> � /.. �_iL 2011 SCALE IN FEET <br /> LEGEND REVISED AREAS OF IMPACT (AOIs) BASED ON SGEI DATA <br /> SYMBOL DESCRIPTIM <br /> ®AOI 1 - B(OP EQUIVALENTS )0.9 MG/KG IN SOIL (DEPTH OF EXCAVATION = 3.5 FEET) <br /> ® uiGH RAS IN A01 2 - B(a)P EQUIVALENTS >0.9 MG/KG 1N SOIL (DEPTH OF EXCAVATION = 3.5 FEET) <br /> EXISTING STRUCTURE <br /> �-} RAILROAD TRACK ®ADI 3 - B(o)P EQUIVALENTS )0.9 MG/KG AND TPH )1,000 MG/KG IN SOIL <br /> -- gAINACE SUALE/DITCH (DEPTH OF EXCAVATION = 13 FEET OUTSIDE MLR STATION; 8 FEET INSIDE MLR STATION; AND REVISED AREAS OF IMPACT <br /> m CHAIN LINK FENCE 1.5 FEET AT A013-3 LOCATION) <br /> Q FORMER GASHOLDER LOCATION ® cucac <br /> AOI 4 - B(a)P EQUIVALENTS )0.9 MG/KG AND TPH )1,000 MG/KG IN SOIL; Pacific Gas and Electric Company <br /> VOCs )RESIDENTIAL CHHSLs 1N SOIL GAS; TPH )100 UG/L IN GROUNDWATER Loan_ Former Tracy MGP Site <br /> (DEPTH OF EXCAVATION = 1.5 AT A0I4-2; 13 FEET FOR THE REMAINDER.) Supplemental GaptecKfm lnvestlgatbn <br /> d AOI 5 - LEAD>SO MG/KG AND B(a)P EQUIVALENTS >0.9 MG/KG(DEPTH OF EXCAVATION = 1.5 FEET) ntRawE: <br /> ®A01 6 - B(OP EQUIVALENTS >0.9 MG/KG AND TPH )1,000 MG/KG IN SOIL(DEPTH OF EXCAVATION = 3 FEET) PARSONS 3 <br /> .� . .SO2 � ���n'L✓wF, <br />