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Demolition Correspondence
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Last modified
9/19/2012 4:20:52 PM
Creation date
8/10/2011 12:23:51 PM
Metadata
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Template:
Building
RecordID
10112
Title
Demolition Correspondence
BLDG Date
1/1/1999
Building
Courthouse Square
BLDG Document Type
Project Coordination
Project ID
CS9801 Courthouse Square Construction
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CENTURY WEST ENGINEERING LOG OF BORING B-3 <br />Bend, Oregon Page 1 of ! <br />~ <br />O ~ <br />Z <br />~ a r=- a m MATERIALS DESCRIPTION <br />o ~ a ~ ~ <br />J Q W Q Y~ <br />~] tn O (Il tIl <br />Asphaltic Concrete <br />Aggregate Base <br />5 <br />40 1-10 ,0~~ <br /> _..,. <br />.oo <br /> ~. o~ <br /> 00 <br />50/8" i-15 ~~j ~ ~ .6~ <br /> ' ~. 0 <br /> .•.o< <br /> DO <br /> . ~. o< <br /> .Op <br /> .•.o< <br />50/5" I-20 2 O ~ ~.O p <br /> ..o< <br /> .Op <br /> .•.o< <br /> ~~ o. 0 <br /> .•.o< <br /> .Op <br />50~5~~ --25 2 ~ ~ . ~. o< <br /> .Op <br /> , ~.o< <br />50/3" 1-30 3 0 ~ ' <br />50/6" 1-35 3 ~ ~ . <br />~ <br />5oie~~ i-ao 4 p ~ o <br />~° o <br />45 <br />Medium brown silty GRAVEL trace sand SGM); dense, damp, very mofst <br />beginning at 10 ieet <br />i1 <br />6ray brown sandy 6RAVEL trace silt tGW); very dense, wet. <br />Gray brown fine to medium SAND trace to some gravei (SW); very <br />dense, wet. <br />6ray brown sandy GRAVEL trace silt {GW); very dense, wet. <br />Bnt tam of boring at 40.5 feet. <br />PROJECT Court House Square DRILLIN6 COMPANY Geo Tech Exploration <br />LOCATION Salem, Oregon DATE ORILLED 2~4/97 <br />J08 NUMBER 40808.001.08 SURFACE ELEVATION <br />GEOLOGIST ~. Smith TOTAL DEPTH OF HOLE 40.5 Feet <br />DRILL RIG 8 in. Hoilow Stem Auger WATER LEVEL 11•~ Feet <br />
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