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LEGEND : <br /> r AREA OF INTEREST <br /> f ' ► t UST EXCAVATION <br /> - . � � 14 15 � - - J <br /> 1 2 3 4 5 ' 9 10 11 123 SOIL BORINGS <br /> FE N moi— —��-- ^� <br /> ` ( CONCENTRATION IN MG /KG ) <br /> nnl _n : .l� n . nn _ nn ,r� .nnn-r� r n .nn =nni] . nn11nn .nnnn . _�: nnnnnnn_ I� n . .n � nnn. nn� .rnn .nRflI n. r nn .i� n. ♦ <0 . 46 <br /> AI Jr — i Il I Ill CI I � Il � lll -��► b� ! If ! 1 ( Il ( Iiillif � lllllllll ► II1 � ( � CI� I i , , � � � � II � 0. 46 TO 1 . 00 <br /> illl � l ►l � ► lnll � l ( 11 1 TO 10 <br /> w + � _ Itll _ ) ,111.1 .1 .1 IIl . L . II _JL .LLI, �. I � it l 1 . 1 II , I, 1,1 .1. 1 ii Ll. - I I! 1111 . 11 1111 . ! 11. 1 - IlFl,l _ f .l. ,,ll_!1. 1: 111 , 1 I, .11l . l ) ,ILIL _II , I ILII Ila . l , ll _ II1111 .111 <br /> ♦ � lJL ( .IIJ' lJLIf� LJIJL� UIIIJrIIJLJLICIUL LlIII� IILIIIIIIUIIULJLII] LII_IIJUIJIJLJtJIItIfJUl.l IIJCr ILILILILII_IUI_IL LI1.11.1I_Il.11.lTf 10 To 100 <br /> ♦ B40 ® f3 ♦ >100 <br /> _10000 mm, — <br /> �. SSB-751 � �_- _ - �- 8 FT. BUFFER <br /> `r X36 ' ' '°m" - � ♦ B18* ZONE FROM ♦ PROPOSED ADDITIONAL SOIL BORINGS <br /> ,� . ND ' OF RAILROAD * ® PROPOSED STEP - OUT BORING USING <br /> C �! SSB-74 ♦ 55 Y 51 ' ♦ SSB-46 SS6�50 TR S HAND AUGERING ONLY <br /> r ■ 7 . 5 Y ND SSB-45 0 . 93 3B-72 ♦ t <br /> o I I 3 , 0 ND NO DETECTION <br /> D i SSB-73 I B41 ' J ESTIMATED VALUE <br /> 1 . 5 Y 4 . 8 3 " <br /> SB-5 ♦ SSB 1 ' Y RELATIVE PERCENTAGEOL <br /> ( �) <br /> a ' ♦ B39 4 . 0 Y 0 . 33 Y ♦ SSB-49" ° <br /> ND ' ND/0 . 23 YE DIFFERENCE BETWEEN PRIMARY AND <br /> N 11 ♦ UST EXCAVATION ' CONFIRMATION COLUMN >40 % <br /> o ' L - - - J 46Y 1L: <br /> * EXCEEDS SCREENING LEVEL FOR ONE <br /> ' ` SSB-2 ' <br /> ASPHALT 16 SSB-48 SSB-71 L OR MORE OTHER CDCs ( mg /kg ) <br /> W PAVING 6 . 6 J 12 Y Dieldrin 0 . 035 <br /> W <br /> Aldrin 0 . 033 <br /> LL = S13-3 alpha - BHC 0 . 077 <br /> 11 1-o G i 36 Y 2Sg _3 SSB-70 UST UNDERGROUND STORAGE TANK <br /> zo <br /> 02 2 . 1 <br /> ON <br /> e ♦ SSB-5 CHAIN LINK FENCE <br /> W o � w a � ND SSB-69 ASPHALT NOTES : <br /> 3 SSB-52 PAVING <br /> a H 0 . 75 Y 2 . 2 Y <br /> w ' 1 . SSB AND B LOCATIONS ARE APPROXIMATE . <br /> ♦ SSB-4 2 . VALUES REPORTED IN MG /KG DRY WEIGHT, <br /> Lm JIIIIIIIIIII NJ <br /> SSB68 E BASE MAP REFERENCES : <br /> m o l { L 0 ,69 Y <br /> ° ¢ 1 1 SURVEYING , AREA " Y <br /> WESSACRAMENTO , CALIFORNIA , <br /> F DATE : AUGUST 7 , 2012 . <br /> J <br /> Ms • J ` + <br /> 2 . AERIAL PHOTOGRAPH PROVIDED BY GOOGLE <br /> EARTH PRO . <br /> o _ <br /> = m -rj ASPHALT K GRAPHIC SCALE <br /> 3 " ITi PAVING <br /> w o 7= GLEN SPRINGS HOLDINGS , INC . <br /> o s I til <br /> 4 5 6 7 10 11 12 13 14 15 FORMER OCC - LATHROP FACILITY <br /> U o W 1 2 7 LATHROP , CALIFORNIA <br /> J <br /> UTOXAPHENE RESULTS AT 2 FT DEPTH , <br /> E <br /> a , , z l BUILDING FORMER UST AREA <br /> ' ° It0iZ' <br /> � F , <br /> Z U W - ry ■ <br /> w add FIGURE <br /> U N _ <br /> � Q mo - <br /> o0 ARCADIS <br /> 2 <br /> � U <br /> yN Z LL E i <br /> F W w o o <br /> U 6 K o o <br />