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r <br /> ATTACHMENT B <br /> EXISTING DIRT ROAD <br /> - - -- <br /> + SBWA - 1 PZWA - 1A &B HOBART WTP <br /> - - - D <br /> i - - - � WELL NO . 3 <br /> PZWA - 2A &BI ®I <br /> I I <br /> IIw <br /> I li � <br /> I � <br /> I <br /> I <br /> PROPERTY IlI <br /> I igV=a <br /> MWWA - SA &BBOUNDARYEPZW:A - 3A & <br /> Z <br /> g} I EXISTING DIRT I Y <br /> IMWWB - 3A &B1 ROAD i <br /> I <br /> � I � <br /> HOBART WTP <br /> WELL NO . 3 <br /> i I <br /> [E7 <br /> / HH 9 LJ I 71LII BF-) ' <br /> ` - - - - - - - ®I <br /> TWA- TA— <br /> LEGEND ( DESTROYED ) <br /> {� SOIL BORING - - - - PROPERTY BCUNDARY <br /> PIEZOMETER LOCATION - PAVED ROAD <br /> A- SHALLOW (15 FT DEPTH) <br /> B- INTERMEDIATE (30 FT DEPTH ) MONITORING <br /> ONITOF <br /> INSHALLOW WELL LOCATION <br /> ® TRENCH EXCAVATED TO DETERMINE (15 FT DEPTH) <br /> EDGE OF WASTE B - INTERMEDIATE (30 FT DEPTH ) <br /> - - - - APPROXIMATE BOUNDARY OF WASTE <br /> DISPOSAL <br /> 0 100 200 <br /> WABASSO LANDFILL 1 inch = 200 ft <br /> SOURCE: BROWN AND CALDWELL, 1999 SITE MAP <br /> L mal <br /> GEOSYNTEC CONSULTsFIGURE NO . 1 - 2 <br /> 0337F1 - 2 . DWG PROJECT NO . FR0331 <br />