Laserfiche WebLink
Residence <br /> M W-5 <br /> TOC: 28,63' TOC: 28.54' <br /> o - DTW: 60.91' -DTW: 60.97' <br /> GWe1:-39.48' GWeI:-31.63' <br /> v? <br /> a� <br /> C: MW-2 <br /> 407,6 <br /> ro F�St <br /> TOC: 28.49' officei$Ma� Street M <br /> - DTW: 59.94 rope O <br /> GWeI: x-31.45' 10� <br /> MW-3 W-3 <br /> Groundwater gradient is O <br /> Gradientofl- 0.002 ft./ft. TOC:-DTW: 59-95' <br /> 9.959.95' L <br /> 5 0 <br /> GWeI:-31.70 <br /> to <br /> cenrra,S7oc TOC: 28.51' <br /> - <br /> kfo� DTW: 60.10' <br /> GWeI:—31.59' I <br /> a ; � <br /> MW-4 <br /> tr <br /> 30' ZO' 10' 0 50 100 feet <br /> �MW- <br /> Monitoring well. Depths to groundwater measured on <br /> TOC: XX.XX' Top Of Casing elevation{feet above MSL}. August 30, ' 2000 <br /> DTW:XX.XX' Depth To groundwater. Groundwater gradient value and direction <br /> are calculated from groundwater elevations <br /> GWeI: XX.XX' Ground.Water-elevation. in monitoring wells T, 2, and 3. <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 Street, <br /> derived from the USC 7%'series Stockton East topographic map Associates Stockton,San Joaquin Couniy,Calif. <br /> Top Of Casing etevalions surveyed by Fig. 3 <br /> John f.Cummings A Associates,Fremont,California, <br /> September 13, '1999and August 30,2000. GROUNDWATER GRADIENT <br />