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ARCHIVED REPORTS_XR0004058
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0527031
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ARCHIVED REPORTS_XR0004058
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Last modified
3/4/2020 1:20:04 PM
Creation date
3/4/2020 1:13:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004058
RECORD_ID
PR0527031
PE
2957
FACILITY_ID
FA0018318
FACILITY_NAME
FORMER COLUMBO / TOSCANA BAKERY
STREET_NUMBER
1444
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503005
CURRENT_STATUS
01
SITE_LOCATION
1444 S LINCOLN ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EV "RONMENTAL HEALTH DIVISION <br /> 30;. Weber Ave,Third Floor <br /> P O. Box 388, Stoc on CA 95201-0388 <br /> S"i-ECORApproved <br /> Denied <br /> ( Conditionsi3Oe-J�� international Incorporated <br /> November 24, 1997 131,1L I <br /> Date 11,(L-"'A'1 by 5 <br /> Mr.Ron Rowe <br /> San Joaquin County Public Health Services Environmental Health Divisions, <br /> Site Mitigation Unit <br /> 304 Weber Street,Third Floor <br /> Stockton,CA 95202 <br /> RESULTS OF DEEPER EXPLORATORY BORING AND WELL INSTALLATION AND WORK PLAN <br /> TO PERFORM A CONE PENETROMETER TESTING(CPT)SURVEY,FORMER SAN FRANCISCO <br /> FRENCH BREAD COMPANY FACILITY, 1444 SOUTH LINCOLN STREET, STOCKTON, <br /> CALIFORNIA,FOR METZ BAKING COMPANY <br /> Dear Mr.Rowe; <br /> On behalf of Metz Baking Company(Metz),SECOR International Incorporated(SECOR)is pleased to submit <br /> this document which presents the results of a recently completed deeper exploratory boring and well installation <br /> at 1444 South Lincoln Street in Stockton,California(the Site,see Figure 1). The deeper exploratory boring and <br /> well installation were performed in general accordance with work scope proposed in SECOR's Revised Work <br /> Plan dated September 4, 1997 and approved by San Joaquin County Environmental Health Division(SJCEHD) <br /> in a letter dated September 12, 1997. Based on the findings of the deeper exploratory boring and well <br /> installation, SECOR recommended delaying installation of additional monitoring wells at the Site until a cone <br /> penetrometer test(CPT)survey could be completed to rapidly and cost-effectively assess the vertical and lateral <br /> extent of petroleum hydrocarbon-affected groundwater underlying the Site. Accordingly, this document also <br /> presents our approach, work scope,and methodologies for the proposed CPT survey(Work Plan). <br /> Based on the results of the recent soil and water investigation (installing well cluster MW-7), the schedule <br /> provided in the letter dated August 5, 1997 from the SJCEHD will need to be revised. SECOR will include a <br /> revised schedule in the CIT findings letter report. <br /> DEEPER EXPLORATORY BORING AND WELL INSTALLATION <br /> Drilling,Soil Sampling,and Groundwater Grab Sampling <br /> One exploratory borehole (MW-7) was advanced on October 27 through 29, 1994 by West Hazmat Drilling <br /> Corporation(West Hazmat)of Rancho Cordova,California under the supervision of a SECOR geologist(Figure <br /> 2). The exploratory borehole was advanced within the limits of the former UST excavation pit. The borehole <br /> was continuously cored to a total depth of 90 feet bgs using a CME 75 drilling rig equipped with 8-inch diameter <br /> hollow-stem augers. During advancement of the borehole,relatively undisturbed continuous core soil samples <br /> were collected for lithologic description and possible chemical analyses using a five-foot core barrel. <br /> The SECOR geologist described the soil encountered according to the Unified Soil Classification System(USCS) <br /> and maintained a boring log of these descriptions which is included as Attachment A. A representative soil <br /> sample from each sample interval was screened in the field for the presence of volatile organic compounds <br /> (VOCs)using an organic vapor meter 580B Photoionization Detector(PID). Screening results were documented <br /> on the boring logs. <br /> The ends of the brass tubes containing the soil samples were covered with teflon sheeting,capped with plastic <br /> end caps,labeled,and stored in a cooler containing ice. The samples selected for chemical analysis were delivered <br /> HASFFRkM CKTORIlWKP2.RPT <br /> 90 New Montgomery Street, Suite 620, San Francisco, CA 94105-4503 (415)882-1548 (4.75)882-4406 FAX www.secor com <br />
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