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I , CE ANO'MC1-HOL00Y CCRr. <br /> YI a� <br /> o BORING NO. MW-6 (wesL Ili <br /> LOG OF BORING. __ SHEE, I Cr <br /> l <br /> IENT PROJECT PROJECT h0. <br /> ast Say Municipal Utility District Stockton Maintenance Yard 40425._- <br /> PROJECT LOCATION COOB13INATES ELEVATION (DATUM) TOTAL DEPTH _05ATE 5 T Ar?T- <br /> Stockton, California P! 4820.250 , E 5040.39a4 2.20' (mst) 22.5 FEET 2/39/2 <br /> SURFACE CONIDITIONS LOGGED BY DATE <br /> ' Asphalt <br /> Weston <br /> SAMPLING CHECKED BY APPROVED BY <br /> 4t !il W Lu <br /> i 8 Lu Ul <br /> a <br /> � <br /> O <br /> >_ <br /> r CORING z ~ Q <br /> } _ r _ CLASSIFICATION OF HATEMAL REHARKE <br /> ED <br /> ASPHALT _ — / Boring aavanca•_ <br /> CLAY; firm, cohesive: Ciasiic: damp: some w/7_1/4" 013 t Z" <br /> very fine grairiea sang (CL). auger. <br /> SFT sampler care <br /> Ia, hammer, <br /> i <br /> 8 <br /> SILT ant CLAY to SILTY CLAY; firm: <br /> ' + 7 Cohesive: plastic: moist: trace fine sant:(ML/CL - CL) <br /> 8 i f✓i , <br /> f.J f <br /> 9 — �r <br /> /;y <br /> 10 — ? <br /> SILTY SANO::fine to mee:um grafnec: <br /> I3 moderate to well sorte-�: rouncec: s6gr,tiy <br /> cohesive; nanpiastc Net 12% (M L). <br /> ' <br /> 12- <br /> 13 <br /> 2 t3 <br /> 14 -- <br /> 16 <br /> 17 — <br /> 18 <br /> t <br /> 19 - <br /> 20 <br /> 21 <br /> 22 <br /> 23 i bottom of borinc <br /> 24 --. Water Level encu te.�_: <br /> at'12 feet <br /> 25 - <br /> 26.- <br /> 27 <br /> �I <br /> Lj <br /> 28 <br /> 29 <br />