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West Fremont Street Tree Storm Drain voltageline <br /> ploley High <br /> Sidewalk - - - -- - - - - - - -- - - �-� - � -- _ - -Siai:wolk - <br /> 1 -C itenz ter <br /> 5-5-94 <50 2.3 American Protective Teler in <br /> 8- 30-94 <50 <0.3 MWS Services building c7PH-C Bgn� <br /> 12-21 -94 97 8.6 <br /> 3-31 -95 <50 <oJ 12-22-92 <50 <0.] <br /> 1-2- 96 190 20 12-1 -93 2J0 0.57 <br /> 4-9- 96 740 130 SON II 5-5-94 130 <0.3 <br /> 11 12-21 -94 c50 <0.J <br /> MW4 Former 3-31 -95 170 <O.J <br /> iPH-C EepZ, disng <br /> island <br /> 4- 9-96 <50 <0.5 <br /> 12-22-92 11 .000 1100 <br /> 12- I- 93 7700 1300 A/C Pavernenl <br /> 5- 5- 94 7000 1300 MWJ 1PH-G HC.7L <br /> 8-3D-94 280 47 Concrete 12- 22-92 20,000 180 <br /> 12-21 -94 12,000 2800 t 12-1-93 Sheen <br /> 3- 3i - 95 210 33 Storm drain 5-5-94 Sheen <br /> 1 -2- 96 19.000 4200 Storm MWI <br /> 4-9- 96 33,000 5200 Grain _-� 1. 0 � 12-21 - 4 Sheen <br /> Mcover 12-21 -94 Sheen <br /> Excavation - -- - - --- -- � I Overhead cover 3-31-95 2700 1.7 <br /> ry i I Utility 1 - 2-96 6100 0,5 <br /> PY overhang Bounds _ I� I lines 4.9-96 <2.5 � �1( ' <br /> 4' Nano ----- - - <br /> 17' clearance I <br /> Concrete Covered Looding Dock 1 Chase <br /> 4' S high I MW2 Chevrolet <br /> Properly <br /> 1PH-G BynL MW6. Former <br /> 5-5-94 72 0.36 Storm to, gallon <br /> underground <br /> GroiniPH-C1 L3COi, <br /> 8-30-94 <50 <0.3 lank I 12-22-92 69 0.51 <br /> 12-21 -94 220 <0. 3111 ASC 12-1 -93 <50 <0.3 <br /> 3.31 . 95 <50 <0.3 pavement <br /> 1 -2-96 <50 <0.3 III 8-30-94 <50 <0.J <br /> 4-9-96 <50 <0.5 I2-21 -94 <50 <0.3 <br /> Crystal Creamery I 3-31 -95 03 <0.3 <br /> Warehouse <br /> 4-9-96 c50 <0.5 <br /> lulilily <br /> pole <br /> SlAw <br /> 12-21 -94 <50 <lT <br /> 3-31 -95 <50 < 3 <br /> - 4 9.96 <50 <0.D <br /> 4-9-96 <50 <0 5.5 <br /> KEY: NOTES: <br /> 6) = Ground water monitoring well (installed by Wallace - Kuhl & Associates) 1 . Site Pion adapted from field drawing . <br /> = Ground water monitoring well (installed by Applied Geosyslems) 2 . Well locations and elevations surveyed <br /> ® = Ground water monitoring well (installed by RESNA) by Siegfried Engineering . <br /> TPH-G @e9z = Dale water somple collected/Total Petroleum Hydrocarbon as Gasoline (TPH -G) <br /> 4-9-96 740 t3o and Benzene reported in µg/t (ppb) 0 20 40 <br /> Scale in Feet <br /> SITE PLAN WKA NO : 1828.07 <br /> Drawn By : FIIA <br /> 404 WEST FREMONT STREET DATE : 5/98 <br /> WALLACE • KUIIL & ASSOCIATES, INC . Checked By : KMB <br /> GEOTECHNICAL ENGINEERING Stockton , California PLATE NO : 4 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br />