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Last modified
5/8/2020 11:44:38 AM
Creation date
5/8/2020 11:24:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0507793
PE
2960
FACILITY_ID
FA0007764
FACILITY_NAME
COUNTY RIGHT OF WAY
STREET_NUMBER
0
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
CURRENT_STATUS
01
SITE_LOCATION
THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Emcon <br /> 1433 North Market Boulevard•Sacramento.CA 95834-1943•(916)928-3300•Fax(916)928-3341 <br /> 1 <br /> April 23, 1998 - <br /> Project 20939-011.001 <br /> 'o <br /> Mr. Al Blevens <br /> N <br /> San Joaquin County <br /> Department of Public Works <br /> ' P.O. Box 1810 �o <br /> Stockton, California 95201 <br /> Re: Subsurface Investigation at Intersection of Thornton Road and Walnut Grove <br /> Road, Thornton, California <br /> ' Dear Mr. Blevens: <br /> On behalf of the San Joaquin County Department of Public Works (DPW), EMCON has <br /> prepared this report documenting a soil and groundwater investigation conducted in the <br /> city of Thornton, California. On April 14, 1998, EMCON advanced five geoprobe <br /> borings and collected soil and water samples as presented in our April 8, 1998 workplan. <br /> The workplan was previously approved by San Joaquin County Environmental Health <br /> Department. The purpose of the investigation was to characterize soil and shallow <br /> ' groundwater beneath Thornton Road along the proposed sanitary sewer route near the <br /> intersection of Thornton Road and Walnut Grove Road in the city of Thornton. <br /> FIELD ACTIVITIES <br /> Geoprobe Sampling <br /> Before initiating field activities, EMCON obtained the applicable drilling permits from <br /> the San Joaquin County Environmental Health Department. <br /> On April 14, 1998, an EMCON geologist observed Gregg Drilling Company of <br /> Martinez, California (C-57 License No. 485165), advance five exploratory soil borings <br /> (GP-1 through GP-5) to a depth of 14 feet below ground surface (bgs) at the locations <br /> shown on Figure 1. <br /> The exploratory borings were advanced using Geoprobe equipment mounted on a <br /> standard pick-up truck, and continuous soil samples were collected using a Macrocore <br /> sampling device. The Macrocore is a 4-foot-long, 2-inch-diameter, stainless steel <br /> SACVC:\THORNTON.DOC-96\cmetzinge:I <br /> 1 <br />
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