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Last modified
11/1/2018 6:59:48 PM
Creation date
11/1/2018 3:14:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0517512
PE
2960
FACILITY_ID
FA0013476
FACILITY_NAME
FTG CONSTRUCTION MATERIALS, INC
STREET_NUMBER
925
Direction
W
STREET_NAME
ANDERSON
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
925 W ANDERSON ST
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Advanced <br /> GeoEnvironmental, Inc. - <br /> 28 November 2001 <br /> AGE-NC Project No. 01-0861 <br /> DEC 0 6 2001 <br /> Ms. Margaret Lagorio <br /> San Joaquin County Public Health Services - Environmental Health Division ENVI i"`-i l !'` " <br /> "'I, <br /> 343 West Weber Avenue, Third Floor PERPJU. <br /> Stockton, CA 95202 <br /> Subject: Transmittal of Analytical Results of Soil and Grab Ground Water Samples <br /> Preliminary Subsurface Investigation - Concrete Waste Tile Stockpile Area <br /> FTG CONSTRUCTION MATERIALS, INC. <br /> 925 West Anderson Street, Stockton, California <br /> Dear Ms. Lagorio: <br /> At the request of Mr. Frank Allegre of FTG Construction Materials, Inc., Advanced <br /> GeoEnvironmental, Inc. (AGE) has enclosed copies of laboratory analytical results of soil and grab <br /> ground water samples collected during a preliminary subsurface investigation of the concrete waste <br /> tile stockpile area at the referenced site. Also enclosed is a map showing the locations of each boring <br /> and a letter from Cal Tech Environmental Laboratories regarding the Quality Assurance/Quality <br /> Control report for the analyzed samples. <br /> On 27 September 2001, AGE advanced a total of eight soil borings at the site. Six of the soil borings <br /> (B1 through B6) were advanced using a truck-mounted drill rig with hollow-stem augers; two <br /> borings (P1 and P2) were advanced using a GeoProbe 5400 direct push unit. Boring B1 was <br /> advanced to a depth of 25 feet below surface grade(bsg);borings B2, B3 and B6 were advanced to <br /> depths of 26.5 feet bsg; borings B4 and B5 were advanced to depths of 30 feet bsg; and boring P2 <br /> was advanced to a depth of 27 feet bsg. Boring P 1 encountered refusal at a depth of three feet bsg <br /> and was not sampled. <br /> Soil samples were collected at five-foot intervals in each boring. After soil sample collection, a <br /> temporary well casing was placed into each borehole. Grab ground water samples were collected <br /> from each boring. Selected soil samples and grab ground water samples were transmitted to a <br /> Department of Health Services(DHS)-certified laboratory for analysis. Analytical results of soil and <br /> ground water samples are summarized in Tables 1 and 2. <br /> Upon completion of sampling, the temporary well casings were removed and each boring was <br /> backfilled with concrete to surface grade. <br /> 837 Shaw Road,Stockton, California 95215 <br /> Telephone (209)467-1006 FAX(209)467-1118 <br />
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