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DRAWING:DVI-9-27-10-FIG-1-ANASUM.dwg XREFS:01-050-101.dwg IMAGES:OVI_2400_20060701.jpg FIG-2.jpg PLOT BY:ROBERT P TAYLOR-Nov 18,2010-8:35:05am - <br /> DRAWING:C:IBob-Files\OId WcrkF!Ies%DVI MARCIE-3QTR9-27-1 ON <br /> SEW G PONDS <br /> MW-21- <br /> <0.5 <br /> <0.5 <br /> <0.5 MW-1 <br /> <0.5 MW-20-SP <0S <br /> SEWAGE TREATMENT <br /> PLANT 5 c0.5 <br /> MW <br /> c0..55 <br /> X1 <br /> Q 7.6 MW-1STP <br /> <0.5 ' <br /> 0`` MW-23-SP zz <0,5" <br /> r� NS 0 1.3 <br /> MW-23R-SP R.SP MW-22SP ,w a 5 If=� <br /> NS <0,5 MW-2-STP <br /> 6 0..9 < s <br /> ash t 1.9 <br /> �y MW-12-BP <0.5 <br /> �( MW-13-BP <0.5 <br /> 1 <br /> 0.5 MW-11-BP <br /> J DEUEL VOCATIONAL w s MW-17-BP ®5 <br /> ) . <br /> <0.s <br /> INSTITUTION <0.5 ® MW-18-BP <br /> <0.6 <0.5 <br /> c05 W-14-BP MW-1-BP <0'5^ W P <br /> <aS MW-3-B <br /> gas_ �° _ ai5 405 <br /> <0.s w <br /> o 7.6 <br /> <0-5 <br /> / <OS O 0.9 5<0,5 MW-1 fr6P �5 3.0 .5 <br /> f MW-1 5-BP <0,5 <br /> w.5 �� w.5 97 FORMER <br /> -JE .5 <0.5 BURN PIT <br /> MW-6-BP 11 <br /> <0.5 ; MW-2-BP <br /> <0,5 _ <br /> _ I1 GYM ❑ 370 12 <br /> DINING-KITCHEN MW-08-BP <br /> ` <0.5 M W-7-B F <br /> Q} 7.9 <0.5 - <br /> 33 1.5 0 <br /> 3.7 <0.5 .� <br /> %S1 WEST G H J K L MW 9-BP 1.1 <br /> <0.5 <br /> � <6.5 <br /> i 7.1 <br /> <0.5 <br /> MW-10-BP <br /> .,.MW 2 MB <br /> RECEPTION I NS <br /> CENTER <0.5 <br /> <0.5 g <br /> G.5]NJ c7 MW-i-MB <br /> F C C IN IRM. c0.5 a vccED. I MW-3-MB <br /> OS MB NS <br /> J <0.5 <br /> ---- 0 ";7MW-SMB <br /> PARKING PARKING ��=1�N w5 <br /> � gMB 4.5 <br /> �g MAIN ENTRANCE © �� <br /> WELL#6 Q © MAINTENANCE <br /> PARKING � I3uIvING <br /> WELL#5 <br /> 0 <br /> LEGEND fwELL <br /> e MW-1 SHALLOW ZONE MONITORING WELL LOCATION <br /> la MW-17 DEEP ZONE MONITORING WELL LOCATION <br /> WELL#4 <br /> ®WELL#5 FRESH WATER WELL LOCATION <br /> MW-11 DESTROYED WELL LOCATION <br /> -BP BURN PIT WELLS <br /> -MB MAINTENANCE BUILDING WELLS E = <br /> -STP SEWAGE TREATMENT PLANT WELLS BURN PIT 11 <br /> SP SEWAGE TREATMENT POND WELLS <br /> <0,5 MTBE CONCENTRATIONS MICROGRAMS PER LITER(pgR) <br /> BUILDING <015 TOE <br /> (pglL) <br /> 40.5 PCE (pglL) <br /> --- SECURITY FENCE <0,5 CIS-1,2 DOE(pglL) <br /> NS NOTSAMPLED <br /> 250 <br /> GROUNDWATER SAMPLES COLLECTED 917-9/2010 SEWAGE TREATMENT PLANT 1 <br /> <0.5 MTBE CONCENTRATIONS IN MICROGRAMS PER LITER(pg1L) MTBE-METHYL TERT-BUTYL ETHER A roxi mate <br /> SEWAGE PONDS .15 TCE (ugrL) TOE-TRiCHLOROMENE pp <br /> <0.5 <br /> <0.5 MTBE CONCENTRATIONS IN MICROGRAMS PER LITER(}) <br /> �glL) <0.5 PCE (pg(L) PCE=TETROCHLOROETHANE CIS-1,2 DCE(pg7L) CIS-1,2 DOE=DICHLOROETHENE,CIS-1,2- Ca I n eet <br /> (pgfL <br /> <0,5 TOE (pglL <br /> <0,5 PCE 2OC SITE PLAN FIGURE <br /> <0.5 CIS-4,2 DCE(>.IgIL} <br /> MAINTENANCE BUILDINGum <br /> 1 <br /> <0,5 MTB6 CONCENTRATIONS IN MICROGRAMS PER LITER(pglL) 2870 Gateway Oaks Drive,Ste.150 DEPARTMENT OF CORRECTIONS • <br /> <0.5 TCE k/0 Sacramento,CA 95833-3200 <br /> <0.5 PCE (pgIQ TEL:(916)679-2000 DEUEL VOCATIONAL INSTITUTION <br /> <0.5 CIS-1,2 DOE(pglL) FAX:(916)67x2900 TRACY,CALIFORNIA <br />