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T851 o AB17 <br />T30I T86 T24 T26 <br />T62 <br />/T31T2 I IT61 T25 T27 <br />T83 <br />T81 <br />sw - <br />.51 317 <br />T23 AB8o 12" <br />\ 611 <br />T9 o B28 <br />3.5' T <br />6" 8 <br />31 <br />12" <br />21 <br />3-4" <br />Lz T16 Dirt -Cover 0AE127 <br />Ar .L 4 � / AB 9 o T19 12 210 A626 T7 2 5' <br />�- I5, 6' 0 3 5' 3-4' <br />2 p <br />IET 353,II 5 T6 T3 <br />p II I T11 ,I 3 <br />PARKING PAVING SECTION 12 �„ 3" <br />MURPHY PARKWAY <br />+ <br />-.NORTH WASTE CELL <br />wl.� 1qW <br />SOUTH WASTE CELL <br />L <br />1 )OT101 <br />T28 . <br />T32 <br />T104 <br />Oil <br />T106 <br />4' 4' <br />4' <br />.51 317 <br />T23 AB8o 12" <br />\ 611 <br />T9 o B28 <br />3.5' T <br />6" 8 <br />31 <br />12" <br />21 <br />3-4" <br />Lz T16 Dirt -Cover 0AE127 <br />Ar .L 4 � / AB 9 o T19 12 210 A626 T7 2 5' <br />�- I5, 6' 0 3 5' 3-4' <br />2 p <br />IET 353,II 5 T6 T3 <br />p II I T11 ,I 3 <br />PARKING PAVING SECTION 12 �„ 3" <br />MURPHY PARKWAY <br />+ <br />-.NORTH WASTE CELL <br />wl.� 1qW <br />SOUTH WASTE CELL <br />L <br />1 )OT101 <br />T102 <br />T103 <br />T104 <br />T105 <br />T106 <br />4' 4' <br />4' <br />4' <br />4' <br />4' <br />4 <br />p„ p.1 <br />p.. <br />p.. <br />p.. <br />p.. <br />p <br />T20 <br />/��3?5� 21 0, T1 <br />0 II ..5h AB10o Oil <br />311 T89 II <br />0;511 <br />53 T71 T45 AB11 <br />5 p l K o--AB20 o <br />0" <br />64,_ 703' <br />6503 3.5' T7 i44 <br />,,T $ 11 511 Oil <br />? i ' ,T73 0" <br />0 <br />T12 55I 11 34 <br />11 <br />2.5'11 Oil 31- <br />1211 ,12" <br />T13 T42 <br />5, 611 <br />Oil <br />T33 <br />9 <br />p r— <br />T34 <br />F, <br />PROPOSE® PAVING SECTION <br />AB-SP1C <br />6_ 535 <br />Oil Oil <br />AB-SP1B AB15 <br />T7 7 <br />Oil <br />AB-SP1A <br />Dirt <br />AB16 T38 <br />o O" T39 <br />05, <br />AB-SP2A AB-SP2BAB-SP2C <br />O <br />T43 0 0 <br />2.5 <br />%) <br />1 1 % 112 �50 '6'_ `" 1 � T42 T41 <br />T60, 12 F° — — <br />10� T49 T�� Oil O1 <br />il <br />8, 11 Oil IT706 <br />O" 9' PROPOSED SUILDING FOOTPRINT <br />ITY. 9 PROPOSED PAVING SECTION <br />0" T47 PARKING <br />I T79 Oil 4 T57 <br />I T800 T56 7.5— <br />_ 3.5' I T82 8' O" PROPOSED PAVING SECTION <br />T8101, 3.5' Oil <br />4.5' Oil APN 198-120-09 <br />Oil T108 T110 <br />TlOI'f 6 T1505, 8„ ` <br />O" <br />4 Iflipm <br />Advanced <br />An Employee -Owned Company <br />(800) 511-9300 www.advancedgeo.biz <br />SOIL TRENCHING <br />DESIGNATION <br />T1 I (NOT TO SCALE) <br />SOIL TRENCHING <br />T1 DESIGNATION <br />TRENCH DEPTH <br />WASTE THICKNESS (REPORTED WASTE) <br />AB1 o SOIL BORING <br />HISTORICAL SITE PLAN: TRENCH LOCATIONS AND DIMENSIONS <br />FORMER PILKINGTON NORTH AMERICA - LATHROP FACILITY <br />500 EAST LOUISE AVENUE <br />LATHROP, CALIFORNIA <br />ESTIMATE <br />PROPERTY BOUNDARY <br />ESTIMATE <br />PARCEL BOUNDARY <br />DEEP SOIL EXCAVATION <br />BOUNDARY OF WASTE AREA <br />(NOT TO EXACT SCALE) <br />ESTIMATE GLASS HANDLING AREA <br />WITH COVER BOUNDARY <br />ESTIMATE BUILDING FOUNDATION <br />WITH COVER BOUNDARY <br />DATE: MAY 2022 <br />FILE: SITE PLAN <br />DRAWN BY: BWM <br />PROJECT NO. 14-3154 <br />FIGURE: 4 <br />