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1 <br /> r>, <br /> 4� <br /> f 36 19} <br /> MW 5 <br /> ID <br /> PRISCILLA S ROOSEVELT <br /> CLEANING ELEMENTARY <br /> SERVICES =�a— -- — - —SCHOOL <br /> Overhead Eleclnc Lane <br /> MW-4 <br /> QI (-3614) <br /> (-36 14) <br /> 3ggi — <br /> SI <br /> ml <br /> W <br /> ii E4Sr4m fiv / <br /> I <br /> ( <br /> PHONES <br /> i 1 <br /> 201* 36 29 , <br /> \ (35 98)~ MW 13 (6(.VV 2 II <br /> \�(35 83)*V W 4!_�•Q MW 12 (36 19} Overhe <br /> ; — ad Flecrnc <br /> L�q — <br /> 1 .V (-4780)* eVW If(35 B9} <br /> (NM)VW * — <br /> µ (NM) VW-6 VW 2/INM) B-2 I — <br /> o ~~ VW 3(NM) OF MW 14(36 31)* 1 <br /> 1 \\ PENS f OAS 1 B-6' MW-8�(36 22) t <br /> 7 \ L SAND J (3913} �MW3(3625) t <br /> � 1 \ MWe 11� Q NIS OUND t �t <br /> \ VW 7 I�TO GETANK� <br /> \ t � <br /> lµ B-s• \ cc t 1 <br /> 1 0CP71 <br /> L <br /> M ___ LtN�f t I <br /> � W17(3613) �h� &7+ <br /> t I <br /> �MW 1(-6 18) \ MW 7 1 <br /> X9(36 18) \\ fYi—8) t <br /> LEGEND 1 B-11 <br /> x_r \ 363 REMEDIATION t <br /> x� x� t <br /> ZMW 17 GRpUNDWATERMONiTORING WELL COMPOUND x� y� � i <br /> Q <br /> VW-6 VAPOR EXTRACTION WELL *� �,N®T1- l CPT 3�1 <br /> AS 1 AIR SPARGE WELL �xA�� B-10�(3643)* 1 <br /> B-8 SOIL BORING pa��MW 1S <br /> • t l <br /> CPT1 CONE PENETROMETER TEST BORING �` _�I <br /> s <br /> (36 18) ELEVATION OF GROUND WATER 1 CPT 2 MW-16 <br /> - — OIDEFE -- <br /> 2]— LINE OF EQUAL ELEVATION OF <br /> GROUND WATER MEASURED IN FEET B-9 x_x <br /> _ NM - NOTMEASURED <br /> DIRECTION OF GROUND WATER FLOW <br /> �a <br /> NOT USED FOR CONTOUR CONSTRUCTION <br /> WELLS MEASURED 918105 0 40 FT <br /> SOURCE FIGURE MODIFIED FROM DRAWING PROVIDED BY ACTON MICKELSON VAN DAM INC <br /> AND SURVEY BY VIRGIL CHAVEZ LAND SURVEYING APPROXIMATE SCALE <br /> HORIZON ENVIRONMENTAL INC SITE PLAN/GROUNDWATER FIGURE . <br /> CONTOUR MAP <br /> Project Number 1474 48 Drawn By M LaCoste FORMER BEACON STATION NO 12474 2 <br /> Prepared By K Liptak Date 10/311OS 3440 EAST MAIN STREET - <br /> Reviewed By R Smith Revised Date STOCKTON,CALIFORNIA <br />