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A4 B-10' z A• <br /> (HETI) <br /> ELEVATION '�11 DEPTH <br /> ¢ B-3'(HETI] B-5"[HETI) ¢ <br /> (FT-MSL) 6-141 k (PROJECTED 13' B-17 (PROJECTED 24' k (FT-BGS) <br /> MW-7 W NORTHEAST) [TRC] NORTHEAST) <br /> 20 <br /> GROUND SURFACE <br /> 10 <br /> 10 <br /> MFAN SFA IFVEL 0-.................................. <br /> FILL zo <br /> o SM:::::....... 30 <br /> ................................................ <br /> -20— ...... I.............. <br /> 40 <br /> -30 D=46' 50 <br /> ........... <br /> 60 <br /> -50 :::': 70 <br /> 80 <br /> -60 <br /> 70 �TD=83' /. ......................TD-85'.... 90 <br /> /. <br /> 80 <br /> 100 <br /> O2 <br /> Rb <br /> w R <br /> B <br /> j B-11"[HETI] ¢ . <br /> ¢ (PROJECTED 13' ? <br /> ELEVATION W SOUTHEAST) xux B-15 DEPTH <br /> B-3-[URS] W(PROJECTED <br /> (FT-MSL) B-13/ I(PROJECTED B' B-9" B-121 26' (FT-BGS) <br /> C°� I MW-6 NORTHWEST) [HETI] MW-5 SOUTHEAST) <br /> 20 ............L.... ...................... <br /> :::T.. :T 1 1..,::: GROUND SURFACE <br /> 10 SM ::::::::::::: .......:: ;;:SM <br /> 10 <br /> MEAN SEA LEVEL 0 <br /> e <br /> 0 <br /> TD=31.5' FILLTTT <br /> -20 SM::::::::::: :: :: 40 <br /> -305P 50 <br /> ............. <br /> 40 <br /> .................. <br /> ....................... <br /> TD=ST/TD=ST ........... <br /> e 60 <br /> 50 Sp 70 <br /> 60 NO VERTICAL EXAGGERATION <br /> s <br /> 70 90 HORIZONTAL SCALE(FEET) <br /> E 80 <br /> 1100 <br /> 0 50 <br /> P <br /> LEGEND <br /> ® Low permeability(CH,CL, ML) CROSS SECTIONS A-A'AND B-B' <br /> e Boring 1 well NOTES: <br /> Low to moderate permeability(SM) See Figure 2 for location of Central California Traction Company <br /> Well screen _ cross sections. 1645 Cherokee Road <br /> Moderate to high permeability(SP) Excavation border is Stockton,California <br /> approximate. <br /> *=Elevation estimated: ---- <br /> 10=6T Total depth of boring J High permeability(SW) boring not surveyed. "" FIGURE 3 <br /> rr <br />