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I <br /> i I <br /> I I <br /> I <br /> I <br /> I I <br /> I <br /> I I I <br /> CL_ WEST_LOD] AVENUE <br /> ! I ' <br /> I I I <br /> 1 I <br /> SIDEWALK -- <br /> I CULVERT <br /> �1' <br /> MW-2 Io2. 218' <br /> 40 <br /> wf ASPHALT I cy— <br /> �f NOTES-1 I <br /> } SURVEYED / <br /> ~ S-2 / w <br /> 0*-2.70' / < <br /> w �W_8 ! Q <br /> 0 ' I ! U <br /> 12.44' / �¢ <br /> LOT <br /> / w <br /> / z / <br /> IW-3 a / <br /> / -2.5 7' <br /> / I <br /> MW-4 _ / <br /> D MW I <br /> 2..71 <br /> / � 3.00 <br /> lo, oo <br /> ' /IvtOG 2' <br /> I GbLVERT E <br /> X I <br /> DE;4WAY i c <br /> I - <br /> - <br /> I <br /> I CULVERT <br /> MW—7 <br /> —3.38' <br /> m <br /> J D <br /> Q U <br /> Z <br /> � Q <br /> APPROX. SCALE: 1" = 80' _ o v - - <br /> Q� MONITORING WELL LOCATION <br /> USA GASOLINE STATION X65 <br /> - - LODI;-CALIFORNIA- <br /> ;2.50 GROUNDWATER ELEVATION CONTOUR GROUJNGRADE NT EVATION <br /> GROUNDWATER ELEVATION 1 �lu <br /> It <br /> rNrTraL <br /> MAP <br /> —4.68' ISL 1 <br /> JULY 29, 1998 � <br /> DATE <br /> AVERAGE GRADIENT DIRECTION <br /> ENGINEERING, INC. 8 20/98 <br /> 8084 Old Auburn Rd. JAB # <br /> *NOT USED IN GRADIENT CALCULATION CitrusHelghts,CA95610 5059 <br /> (916) 723-7.645 FIG. # 4 <br />