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Total depth of boring:--_ 40 IT Diameter of boring: 8 IN 3-16-93 <br /> 9: __�__ - Date _ <br /> ----------- <br /> Casing diameter:------------ <br /> Length:----- Slot size: - <br /> Screen diameter--------- - __ _ Length:_–_^ Material type-- ----------- <br /> Drilling <br /> __--_ -Drilling company: -- ---- <br /> Method used: HOLLOW STEM AUGER <br /> Signature of Registered Professional: PHIL GOALWIN <br /> Registration No.: 4779 _— State: <br /> DEPTH SAMPLE 3LOWS P.I.D. U.S-C-S DESCRIPTION LITHO WELL <br /> CODE TYPE ABD. <br /> NO. ♦'Y'Y <br /> -0- YJY,Y <br /> Y Y \ <br /> l J <br /> -2- - � Y.Y.♦ <br /> ` b Y ♦ \ <br /> \f YJY <br /> -4- ♦ \ <br /> =x <br /> _G_ D-4-5 50 0.2 SM SAND-vy fine grained, vy silty, .-J.Y <br /> compact,yellow bm, sl damp, no odor :� �.q •o.• <br /> ,Z ♦ <br /> -10- <br /> LZ Y <br /> D-4-10 8 0.4 ML SILT- compact, sandy in part - vy fine gr •LU <br /> -12- 10 sd, gray, mottled rusty brown, damp, no ; %J; <br /> r <br /> 20 odor <br /> -14- '\'Y <br /> -16- D-4-15 6 0.2 SM SAND-med to cse gr (40-70%) in matrix <br /> 10 of vy fine sand and silt, compact, brown,23 \J♦J\ <br /> moist, no odor __ <br /> -18- , . ♦ \ \ <br /> 4i' YJ\f• <br /> + \J\fY <br /> -20- <br /> D-4-20 7 0.1 ML SILT-vy sandy- fine to vy fn gr, crumbly, <br /> 13 gray, compact, damp, no odor <br /> -22- <br /> 21 , • ,: <br /> Y \ Y <br /> / J <br /> 1 Y 1 <br /> . I y <br /> ti ti <br /> Key: 0 ® ® . , 0 •:• <br /> SW ML CL SP SM SC GP <br /> I <br /> i <br /> DERICKSON TRUCKING <br /> �ll�,��- Inc. Exhibit <br /> 1701 Westwind Drive Suite 103 15658 S. ESCALON BELLOTA ROAD <br /> Bakersfield, California 93301 ESCALON, CALIFORNIA 9 . <br /> 15 FEET NORTHEAST OF EXCAVATION ; <br /> Telephone: (805) 328-0962 <br /> Fax 328-1129 LOG OF BORING: D-4 Page 1 <br /> i <br />