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.d,✓.T.,�sasaxga.�grr. a%>�+,�,..��.s.,r�.a�r,€ r. ��.. . �. lit.�%�;5z�..�ai�.TB,r. �aF`:.`=.�,��sxr��"' d_... �,3� ��°r�? .m-rawti--,.., -�'''"`r <br /> I <br /> w— <br /> PROJECT NUNBER &ORINa NVNBER <br /> SF031804.FW Mk-DIS-70 <br /> !b SHEEI I OF 0 <br /> SOIL BORING LOC; <br /> PROJECT Del Monte-DISCO <br /> LOC naN Stockton,ca <br /> ELEVATION 20.02 leek TOC Cr►X LING CONTRACTOR Spectrum Explorations.Inc. <br /> `W DRILLING METHOD ANP EG7UI MENT Mud Rotary <br /> !•, <br /> WATER LEVELS 77.05 1eei,bas START OP/fit/9t FINISH 09/20/91 LOGtaER B.Batxxpartner <br /> SAMPLE STANDARD SOILSCRIPTI01! COMMENTS <br /> r- o PEllE!$7ION <br /> 9bj > o a RESULTS SOIL NAME,USCS GROUP SYMBOL.COLOR, <br /> s C w MOISTURE CONTENT,RELATIVE DENSITY ii DEPTH OF CASING,GRILLING RAT <br /> �y w Lim o B'-9'-6' OR CONSISTENCY,SOIL STRUCTURE. VAILLING FLUID LOSS <br /> p., 703 ria {N) MINERALOGY �'„ TESTS AND INSTRUMENTATION <br /> Gin r-z as yo <br /> f <br /> Depth 0-5'SILTwith FINE SAND; <br /> Cohesive,plastic,dark brown <br /> 4.0 <br /> Depth 4'-9'No Recovery <br /> 59 <br /> 0.0 (-) <br /> 8.D <br /> Depth 9'-14'CLAYEY SRT with SAND <br /> (ML);cohesive,plastic,tirm <br /> - 4.0 {-r <br /> 14.0 <br /> Depth t4'-f9.5'SAND and SILT with CLAY <br /> �0 IWSW:co�lesivn,moderate plasticity, <br /> �. brown <br /> i <br /> ~ - 4.0 (�) <br /> 18.5 <br /> Oepkh 19.5'-20'FINE SAND (SP);uniform, <br /> ` 2QO n,non-cohesive,nan-plastic HNu=0ppm <br /> De th 20'-24'SILT wllh SAND and CLAY <br /> (M�);brown,moderate plasticity,cohesive <br /> - 4.2 (-) <br /> 24.0 <br /> Depth 24'-29'FINE SAND with SILT (SP); <br /> uniform,brown,moderate cahes!on, i <br /> non-plpstic <br /> - 4.1 {-) <br /> 29.0 <br /> RH tew�rwa�as�.e.aava� <br />