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Project: SF3=B •- 1444 EINCOI- STREET, STOCKTON, CA Log of Boring/Monitoring Well: <br /> Boflnn Location: SEE FIGURE 2 Project Nn.: 50090..•;-03 MW-7 <br /> � o <br /> 0 W LITHOLOGIC DESCRIPTION Boring Abandonment/ <br /> yP i`i' 7� J <br /> Q o (color, grain size, consistency, moisture, other) <br /> Well Construction Details <br /> u V <br /> MW-7-s , 63 DARK GREENISH GRAY (5GY 4/1) SILTY SANT] =,v <br /> 64 SM) sand is fine, dense, moist to wet <br /> 1&50,80,20,0) <br /> mt <br /> 66 <br /> Bentonite <br /> 67 Pellets <br /> 60 68 <br /> MW-7-89 69 <br /> 40 70 <br /> 71 Volclay <br /> Grout <br /> 150 72 <br /> MW-7-73 73 <br /> 10 74 <br /> 75 <br /> 76 <br /> Bentonite <br /> 77 Pellets <br /> 78 - <br /> MW-7-79 170 79 DARK OLIVE GRAY (5Y 3/2) SAND (SP) with <br /> trace silt, sand is fine, dense, wet (0,95,5,0) <br /> 80 <br /> 120 81 '- <br /> ^',.:, <br /> yaw-7-e2 82 Chiller reports different conditions ® —83' ` <br /> 10 83 and DARK OLIVE GRAY (5Y 3/2) SANDY GRAVEL (GW) = #3 Lonestor <br /> o`o.a sand is fine to medium, gravel is fine to '".'h~=:=ar; Sand Pack <br /> oc.:o medium rounded alluvial gravels, very dense, a .. <br /> Utz wet (30,70,0,0) <br /> MW-7-85 85 oO tt <br /> 87- <br /> 88- <br /> 90 <br /> 788 90 <br /> x <br /> 91- <br /> 92- <br /> 93- <br /> 94- <br /> 95- <br /> 96 <br /> 19293949596 <br /> �'" <br /> Reviewed B �* pate: <br /> SHCOR Revised By Dote; Page_3 of_3_ <br />