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SOIL BORING LOG Boring No. B-4 Sheet 3 of 3 Client USA Station No.3502 Date 10/18/2006 Address 35 N.Cherokee Lane Driller Mitchell Drilling Environmental rig type CME 75 Lodi,CA Drilling Foreman Ed Mitchell Jr. Project No. 2007-3502-01 Method hollow stem auger hole diam.: 8" Logged By: Scott Bittin er Sample Blow Sample Well Depth Descriptions of Materials PID Construc LITHO Type No. Count Time Recov. L Scale COLUMN and Conditions PPM 28 SAND,fine grained,no fines,dry,loose 0 3610:25 4 1 -------- ----------------------------------40------ — ------------------------------------------------------------------------------------------------------------- a2 --------- -------- ------------------------------------------------------------------------------------------- 4 3 4 4 ---------------- ------------------------------------------------- — -------------------------------------------------------------------------------------------- 15 4 5 — ------------------------------------------------------------------------------------------------------------- ----------------------- 300--------------- _ SM SILTY SAND with CLAY,brown,60-80%fine grained sand,20-40°0 S B-4-45 44 10:37 100 4 6 clayey silt,dry,medium dense 0 -------- ------------------------------------------ ----- - ------- -- ---- ----------------------------------------------------------------------------- 4 7 --------- --------- -------- ------------ ------- --------- — ---------------------------------------------------- 4 8 ---------------------------------------------------------------------------------------------------- -------- - ------------------------------------------------- — 4 9 -------- -------- --------------------------------------- — ----------------------------------------------------------------------------------------------------- 12 5 0 - --- ---------- -------------------------------- — ----------------------------- ------------------------------ -------- --------- ------------------ 15 _ SP SAND,fine grained,1-4%fines,dry,medium dense 0 SB-4-50 28 10:45 5 1 -------- ------------------------------------90---- — ------------------------------------------------------------------------------------------------------------- ------------------- ------- -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- ------------------------------- -------- ------- ----------------------------------------- — ------------------------------------------------------------------------------------------------------------- ------------------------------------------- ----- -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- -------- ----------------------------------------- — ------------------------------------------------------------------------------------------------------------- -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- ---------------------------------------------------- -------- -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- -------- -------------------------------- --------- — ------------------------------------------------------------------------------------------------------------- ----------------- -------- -------------------------- — ------------------------------------------------------------------------------------------------------------- ------------------------- Comments: total depth is 51 feet bgs.