ARCHIVED REPORTS XR0010117 - Laserfiche WebLink

Home Browse Search

' ANDERSON BORING LOG Boring No. CONSULTING GROUP Project Name Heinz Plant Trac -Forrner Ethanol UST SB-1 Project Number 43991 Date Drilled 6/2100 Site Sketch (not to scale) or Site Description Location 757 East 11th Street Trac CA Sheet 1 ' See Site Plan Drilling Contractor V&W Drilling1 Figure 2 Logged By James B Ackerman Reviewed By ' Drilling Methods Direct Push Geo robe Boring Diameter 1 5 inches Total Depth 12 4 feet Ground Elevation 40-45 feet,MSL Datum Source Backfill or Casing Installation Data Portland Cement Grout m � Ground Water Information m `a a m W – Date L' Y E m a> as }+ =m Time Eo EE a W� ad oo°0n a CCU y3 n a m �p Depth ft a ma m °C Z Soil and/or Rock Descriptions (ppm) (tsf) onlin) (it) y (USCS, Density/Consistency,ColorMoisture,Grain Size,etc} 0 Y (GW)WELL GRADED GRAVEL, Loose, Light Olive Brown 1 •66• grae5I30%Angular-Round ar R uFid Est n d Med -Veryound Fine Coarse Sand, 10% Sift (Trench Back Fill) 2 :,,• �V•yr 26 3 - 30148 30148 (CL) SILTY CLAY, Stiff, Dark Greyish Brown (2 5Y,4/2), 4 Moist, Fid Est 50% Med Plastic Clay,35%Silt, 15% Subangular-Round Fine-Med Gravel 5 DP SB 196, 6 7 - 48/48 ' s (CH)SILTY CLAY, Soft, Light Olive Brown (2 5Y,5/4),Wet, 04 Fid Est 55% Clay,45% Silt,Trace Fine Sand, DP 513.1@91 9 Micaeous 10 - 10 010 11 .= (GW)WELL GRADED GRAVEL, Loose, Pale Olive (3Y,613), 36148 aturated Fid Est 80% An uiar-Round Gravel 12 — L I CLAY, t3titt, ark U reyish Brawn 2 5Y,4/9), Moist Fid Est 60% Med Plastic Clay 40% Sift BonnF Terminated At 12 Feet, Hydropunch Driven from 12 HP B 1 G 13 Feet to 16 Feet, Ground Water Encountered At 11 5 14 - 15 - 16 - 17 - 18 - 19 - 20 4 15 1617181920