Laserfiche WebLink
Pinnacl e <br /> Environmental <br /> Inc. <br /> SB-1003 <br /> Acetone 19.5 <br /> SB-1003 <br /> Stormwater <br /> SB-1006 drain <br /> Benzene 8.61 \ SB-119 Septic system <br /> 1,2-DCP 31.6 \. <br /> \ <br /> SB-1001 <br /> \. Chloroform 47.0 <br /> \. Ethylbenzene 3.96 <br /> \ M/P Xylene 24.3 <br /> \ SB-1001 O-Xylene 9.93 <br /> \ I <br /> � I <br /> GW-1 <br /> Benzene 21.4 I <br /> 1,2-DCP 14.8 <br /> 1 <br /> SB-1002 <br /> Benzene 47.0 <br /> \ % 1,2-DCP 24.1 <br /> SV-2 �0 Stormwater Sumps <br /> \ drain <br /> \ <br /> \ Leach lines <br /> \ <br /> \ SB-102 <br /> Unpaved <br /> Figure 3 Vault <br /> Septic System Area SV-3 <br /> 248 Industrial Drive, \\ Nf rth <br /> Stockton, CA 95206 <br /> Key Key 35 feet <br /> Follow-on <br /> BoringGW-1 <br /> O Former Groundwater Grab Sample _ _ _ Stormwater Drainage <br /> location Location <br /> • Fire Suppression Piping <br /> SB-1001 <br /> SB-1007 Chloroform 47.0 SV-1 ——— Trench Drain <br /> Ethylbenzene 3.96 Former Soil Vapor Sampling <br /> M/P Xylene 24.3 <br /> O-Xylene 9.93 Location <br /> Results in ug/L of 8260B SB-108 <br /> Analysis of groundwater • Former Boring location Areal extent of benzene <br /> ND=no analytes of interest estimated to be above <br /> were detected MCLs <br />