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MUM <br /> CE+ 15.34' SEY- <br /> OWE - 10.621 <br /> APPROXIMATE BOPoNG LOCA1pN5 <br /> B APPROXIMATE MONRORINC WELL LOCATIONS <br /> . i = ESTWATED EXTENT Of SOIL COWTAMATION <br /> CE In ELEVATION OF THE TDP OF PVC CASING ON RIE <br /> NORTHERLY EWE OF EACH ML IDAINC WELL <br /> B MW4 OWE IF, GROUND WATER ELEVATION <br /> ELEVATION <br /> 4� � GROUND WATER am DIRECRON 7-22-96 <br /> GWE. 10.44' <br /> ENCLOSED lANN STORAGE 55-CALLOlI ORUNS NOTES <br /> CONTAINING GROUNDWATER <br /> 1. SNE PL.W DRAFTED IROM FIELD MEASUREMENTS <br /> 2. YONIT0.RING WELLS SURFEITED 61' ROBERT E YOUNG <br /> GMW5 ENG EERS. <br /> ATPT CE.+ 15.59' 3. CROUNOWATER FLOW DIRECNON BASED ON WATER LEVEL <br /> CONCRETE OWE.- 10.494 MEASUREMENTS MANED FROM MWI, MWZ & AIW4. <br /> ABOVEGROUND <br /> FORMER WASTE OIL UST DIESEL TAN <br /> CONCRETE PAp <br /> ABOVFCfiTA ND <br /> D FeF TA IK ABO4El'AIWND 10. 10' FDRYER <br /> T.WK CE:+*5.92' ZO.Oi]0 CutON <br /> i 13 MW3 LwK GWE:-9.82' <br /> I r-- -- -- CE+ 15.27' <br /> ABOVEGROUND <br /> - - -----' BULK Ott 81; MW6b <br /> 12 85+ <br /> DISPENSERS CONCRETE DRNE 1 <br /> :M9+6 <br /> r_______ <br /> µµr�d ___ - __ + I H4+ <br /> IF <br /> GWE-'- 10.067 <br /> 5' __J I <br /> FORMER 12.000 re, 1014 DIESEL TANK +B 11 r <br /> B3+ <br /> FORMER 10,000 G410.N CLSOLWE MN16 I PROF <br /> BIO+ I __ ____; <br /> BB+ <br /> +BI5 - ----- <br /> FORLNR <br /> &ANDER <br /> STOR GE SHED _ I <br /> MW1a <br /> CE:+ 14.21• <br /> GWE:-9.80' <br /> H78+ <br /> B27+ <br /> GWE-9.46' <br /> cE+ 1 MW7& 0 10 20 30 40 50 <br /> T� Scale in Feet <br /> SITE PLAN WKA NO: 2088.05 <br /> Drown By : HLA <br /> GRANITE CONSTRUCTION DATE : 8/86 <br /> WALLACE • KUHL & ASSOCIATES, INC. Checked By : MMW <br /> GEOTECHNICAL ENGINEERING French Comp , California PLATE NO . 2 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br />