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' %woe <br /> PROJECT:Arco Service Station 5-2133 WELL/PROBEHOLE/BOREHOLE NO: <br /> LOCATION:2908 West Benjamin Holt Drive, Stockton, CA, <br /> /� <br /> PROJECT NUMBER:77BP.52133.06 AS-9 PAGE 1 OF 3 IE C OO R <br /> DRILLING: STARTED 2/24/06 COMPLETED: 2/24/06 NORTHING(ft): EASTING(ft): <br /> INSTALLATION: STARTED 2/24/06 COMPLETED: 2/24/06 LATITUDE: LONGITUDE: <br /> DRILLING COMPANY:Cascade Drilling, Inc. GROUND ELEV(ft):-- TOC ELEV(ft):-- <br /> DRILLING EQUIPMENT:R107 Sonic 500 INITIAL DTW(ft):60 2/24/06 BOREHOLE DEPTH(ft):67.5 <br /> STATIC DTW(ft):NE WELL DEPTH(ft):--- <br /> DRILLING METHOD:Sonic WELL CASING DIAMETER(in):--- BOREHOLE DIAMETER(in):6 <br /> SAMPLING EQUIPMENT:Steel core barrel LOGGED BY:L. Heberle CHECKED BY: <br /> L '0 <br /> Q rn v Time 0 0 0� N o m a�, Borehole <br /> E Q—4) m J ? Description E p m y a o V Backfill <br /> FSample ID m °' °' <br /> M co <br /> °' <br /> 2 <br /> Concrete cap <br /> to grade. <br /> 5 5 <br /> SP- SAND WITH SILT;SP-SM;2.5Y 4/3 olive 0823 <br /> SM brown;non plastic;moist;poorly graded; AS-9-S- 4.5 <br /> 10 (0,90,10) 9-060224 10 <br /> SP- SAND WITH SILT;SP-SM;2.5Y 5111 gray <br /> SM non plastic;moist;strong HC odor; No Sample 606 <br /> subrounded;poorly graded;Trace mica, <br /> (0,90,10) <br /> CH FAT CLAY;CH;2.5Y 4/4 olive brown;high <br /> plasticity;hard;moist;homogeneous;Trace <br /> fine sand,(0,0,100) <br /> 15 ML SILT;ML; 10YR 4/3 brown;low plasticity; 0821 15 <br /> stiff;slight HC odor;(0,10,90) AS-9-S- 150.3 <br /> 15-060224 <br /> SM SILTY SAND:SM;2.5Y 4/4 olive brown; No Sample non plastic;moist;slight HC odor; p 354 <br /> .` subrounded; oorl <br /> p y graded;(0,80,20) <br /> 0 <br /> 20—....-. SP- SAN6-WI fk SILT;SP-SM;2.5Y 4T dark 1021 20 <br /> SM gray;non plastic;moist;moderate HC odor; -0602- 42.8 <br /> z subrounded;poorly graded;(0,90,10) 20-060224 <br /> M <br /> 0 <br /> U <br /> W <br /> W <br /> SM 1§1 CTT SAND;SM;2.5Y 4/4 olive brown; No Sample 119.2 <br /> non plastic;moist;subrounded;poorly p <br /> a SP 9raded'L08020,___________J <br /> o SAND;SP;2.5Y 4/4 olive brown;fine to <br /> c9 25 CL medium-grained;moist;slight HC odor; I 25 <br /> U) 1 poorly graded;Subround to subangular, I <br /> 001000)____ ___/ 1015 <br /> LEAN CLAY;CL;5Y 4 olive gray <br /> o /22 AS-9-S- 8.3 <br /> medium plasticity;stiff;moist;no odor;Trace 26-060224 <br /> a SP- fnesand 0,595L__—___--__J <br /> a SM SAND WITH SILT;SP-SM;5Y 5/3 olive; <br /> CLI non plastic;moist;subrounded;poorly / <br /> (graded-_C0900L___________j <br /> ° Sp LEAN CLAY;CL;5Y 4/2 olive gray; No Sample 5 <br /> 1 medium plasticity;stiff;moist;Trace mica, I <br />