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Residence; <br /> { <br /> Fence <br /> O <br /> H �MW-2 # <br /> cTOC:28.54' 9 <br /> Groundwater gradient is <br /> 0 40 <br /> 0.002 ft/ft. Ea 75 -32.09' a � <br /> C7 o st Main Skeet <br /> a C6 <br /> �; eQt ;d <br /> wa, �sto� m O <br /> mac' <br /> MW-3 . cancra MW-1 <br /> O� to%6 O <br /> TOC: 28.49' TOC: 28.25' L <br /> LL —32.07' p, a� —32.19' <br /> Co ner 3 O <br /> Co <br /> fret ete sl <br /> les <br /> ab <br /> A <br /> T to Curb SA RSJa�d Asphalt pavement s <br /> n1i'a/ rL <br /> 131 Dnyek'a a <br /> oCk1Q1 y Co <br /> - '�1 mete�e�alk <br /> Curb �� <br /> ee <br /> Conc <br /> ► rete <br /> t <br /> 30' zo' 101 0 50 100 feet <br /> �MW- <br /> Monitoring well. Depths to groundwater measured on <br /> TOC: XX.XX Top Of Casing elevation(feet above MSQ. September 23, 1999 <br /> "."' Groundwater elevation(feet above MSL}. <br /> Top Of Casing elevations are based on John P. Cummings JAMAR, <br /> an assumed datum point of 30 feet above Mean Sea Level, 4075 East Main Sheet, <br /> & Associates <br /> derived from the USGS 7/:'series Stockton East topographic map. Q County,Calif. <br /> Top Of Casing elevations surveyed by Fig. Stockton,San Joaquin <br /> John e.Cummings&Associates,Fremont,California, GROUNDWATER GRADIENT <br /> September 23, 9999. <br />