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South North <br /> w w z <br /> B MW9AB DP-8 B-3 (MW-3} DP-2 MW3A DP-3 MW1AB B' <br /> 0 <br /> jr <br /> 0 <br /> H 5900 H c I <br /> H <I B<020 B <pp5 r <br /> 10 <br /> B< T 056 `„,� 1<005 <br /> 15 1 c 005 E 20 E<005 , 1 <br /> 2 0 X<00 X 260 H 75 X<005 15 <br /> B 0 083 H c l <br /> H <I T 062 H <7 B c 005 20 <br /> 26 B< H 21000 E 015 B<005 T<005 <br /> 30 T<005 820 6 25W .X n 91 T<005 E 00.56 25 <br /> E 0056 T I I Op E c 005 X <00 <br /> ro 35 X 0038 f 390 E 990 k X< H <I so <br /> 4. X 2100 H 7300 H 1 0 <br /> N' 40MEW= B 52 B 0 16 B <005 3 5 <br /> 40 <br /> -C1 45 9 n00 H 6500 E 160 8 55 %0022 X G 05 45 <br /> E 0047 <br /> 50 1 140 1 <br /> 7 300 p H <1 H c l E 44 E 110 8 C72 B<005 50 <br /> 55 6 0 23 +mss X 240 X 550 H 920 0 41 T<005 55 <br /> 30 60T 0024 H 4200 6 428 E 0 010 E<005 <br /> 7J 60 <br /> 65 E 2 8 B 20 E 14 <br /> X 140 T 200 <br /> H <1 H <1 65 <br /> 70 E 67 X 360 H c l g p pp B<005 70 <br /> [y <br /> 75 H I B H 1700 3 <005 E <005 E <005 <br /> B 0033 B B I T<005 75 <br /> 80 T c 005 H 2 O T 63 E <005 <br /> 85 E 607 8 0T5 E 29 �, 80 <br /> X 034 T 019 X 160 H <1 t85 <br /> 90 E 035 H 26 5 0 024 <br /> X Ola B 045 T 0047 "" 90 <br /> 95T15 E0012 <br /> 100 H<1 " E 041 H c1 0057 <br /> T 95 <br /> B <005 <br /> <005 H 26 ry T <005 too <br /> 105 T<005 B 0 36 E <005 <br /> E 001 T13 H41 X<00 H <1 105 <br /> 1 1(7 X 0 054 rEO <br /> E 033 B 04 B<005 <br /> X 0 18 ;t ;T 1 6 T<005 110 <br /> 115 f xti x E 0 52 E c 005 <br /> p/s ` B <005X 2 B X<005 115 <br /> 12o n/1 X 00 <br /> T<005 120 <br /> 125 E<005 <br /> 130x<005 125 <br /> 185 a<005 130 <br /> T<005 135 <br /> 140 E <0005 <br /> 145 X0was 140 <br /> 150 145 <br /> Historical L nw Groundwater lx%el(Applied 1993) 150 <br /> Current Groundwater Lccel laes,2W6 View is toward the west <br /> i <br /> EXPLANATION U +iA U L <br /> sr Poorly-graded sands, gravelly sand, little or no fines <br /> Environmental Management Inc <br /> Silty sands, sand-silt mixtures + Bore Hole or Soil Boring Location <br /> ® <br /> Inorganic clays of low to medium plasticay, gravelly clays, Showing Soil Sample Depths CROSS SECTION B-B' <br /> sandy clays, silty clays, lean clays � Groundwater Elevation U-Haul Facility#709-50 i <br /> Inorganic silts and very fine sands, rock flour, silty or clayey 2741 North Wilson WayApproximate Stockton, California <br /> fine sands or clayey silts with slight plasticity Horizontal scale 1 inch = 20 feet <br /> 14 1 <br /> Clayey sands, sand-clay mixtures <br /> 0 Vertical scale o inch = 30 feet 40 11/221061 Project# 002-70950-06 Figure <br /> 0 30 60 File name 70950 PSCM B B Xsect 6 <br />