FIELD DOCUMENTS - Laserfiche WebLink

Home Browse Search

SOIL BORING LOG Boring No. B-2 Sheet 3 of 3 Client USA 3502 Date 10/12/2006 Address 35 N Cherokee Ln Drilling Company Mitchell Drilling rig type: CME 75 Lodi,CA Drilling Foreman Ed Mitchell Jr. Project No. 2007-3502-01 Method HSA hole diam.: 8" Logged By Justin Crose Sample Blow Sample Well Depth Descriptions of Materials PID Construct LITHO Type No. Count Time Recov. Scale COLUMN and Conditions (PPM) 23 ML SILT,olive brown 2.5Y,5-10%fine sand,damp 0 S------B-2-41------- ------26 17:16-.--1-00-- a i ----- ------- --- ------- ---- — ------------------------------------------------------------------------------------------------------------- _ SP SAND,95%fine sand,5%silt,moist a z ;' ---------------------------------------- — - - - - - -------- 4 3 -----------------—------------ ------- ;% --------- — --------------------------------------------------------------------------------------------------------- 4 4 14a 5 CL CLAY,yellowish brown 10YR_damp ----------------------------------------------0_-- ----------------------------------------------------- — 25 _ S B-2-46 35------17:24..---90 4 s ML SILT,light olive brown to olive brown 2.5Y,trace clay,dry, hard____________________________ 4 7 - -- - ------------------------------------------------------------------------------------------------ - 4 8 -------------------------------------------------- —4 9 ------------------------------------------------------------------------------------------------------------- 35 5 0 43 _ CL SILTY CLAY WITH SAND,strong brown 7.5YR,15-20%fine sand,dry,hard 0 S-----13-2:5I----50(6) - 17:30 100 5 t 5 -------------------------------------------------- — 2 ------------------------------------------------------------------------------------------------------------- 5 ---------------------------------------- --------- — 3 ------------------------------------------------------------------------------------------------------------- 5 -------------------------------------------------- —4 ------------------------------------------------------------------------------------------------------------- 5 5 -------------------------------------------------- — ------------------------------------------------------------------------------------------------------------- 5 ---------------------------------------- --------- — 6 ------------------------------------------------------------------------------------------------------------- ------------------------------------------ --------- 5 7— ------------------------------------------------------------------------------------------------------------- 5 ----------------------------------------------------- — 8 ------------------------------------------------------------------------------------------------------------- ----------------------- - -- 5 9 ------------------------------------------------------------------------------------------------------------- ------------------- --------- — 6 0 Comments: The boring extended to a total depth of 51 feet bgs. The boring was backfilled with grout(neat cement).