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PR0545669
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/19/2020 11:37:23 AM
Creation date
5/19/2020 11:34:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545669
PE
3528
FACILITY_ID
FA0005640
FACILITY_NAME
SJ SULPHER CO
STREET_NUMBER
711
Direction
N
STREET_NAME
SACRAMENTO
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
711 N SACRAMENTO ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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HEALTHFOOTHIL <br /> Y. ;T F,t' iCE ENGINEERING <br /> 12793 PADDY CREEK LANE LODI. CA 96240 <br /> 5G AT 424 AM t0: 2C PH. (209) 368-9381 FAX (209) 367-1163 <br /> Ms. Linda Turkatte July 17, 1996 <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> P. O. Box 388 <br /> Stockton, CA 95201 <br /> Subject: Phase 1 Site Investigation Report <br /> Burlington Brothers (aka San Joaquin Sulfur Co.) <br /> 711 N. Sacramento Street <br /> Lodi, CA 95240 SITE CODE: 2040 <br /> CONTRACTOR 9: 39000 <br /> Dear Ms. Turkatte; <br /> This report will serve to document the Phase I Site Investigation completed as of the above stated <br /> date. The report includes information from soil sampling and groundwater sampling completed under <br /> the direction of this office and the (PHS-EHD). <br /> SOUL SAMPLING <br /> On May, 28, 1996 Spectrum Exploration made a soil boring to a depth of fifty feet below the <br /> location shown on the enclosed map. The boring was done with a standard eight inch hollow stem <br /> auger. Standard BX brass tube samples were driven for every five feet of bore depth. Three samples <br /> were taken at each depth and the tube with the best recovery was selected for laboratory analysis. The <br /> samples were transported under chain of custody to Sherwood Labs of Hilmar, California. The results <br /> of that analysis are summarized on page 3 of this report. A soil boring log was maintained by the <br /> author of this report and is enclosed in the appendix. <br /> The original soil sample analysis report for this soil boring is included in the appendix of this report. <br /> GROUNDWATER MONITORING WELL CONSTRUCTION <br /> A four-inch PVC cased monitoring well was constructed at the location of the soil boring. The soil <br /> was rimmed to twelve inches to receive the sand filter and casing. A bentonite plug and cement slurry <br /> filler were installed as shown on the monitoring well construction diagram enclosed in the appendix. <br /> The monitoring well was developed and purged by Del-Tech Geotechnical Support Services on July <br /> 7, 1996 under the direction of the author. The resulting groundwater from the monitoring well was <br /> clear and suitable for sampling. <br /> GROUNDWATER SAMPLING <br /> Del-Tech Geotechnical Support Services extracted a groundwater sample from the monitoring well <br /> after purging the well. The water sample was transported under chain of custody to Sherwood Labs <br /> of Hilmar, California for analysis. A summary of the results of this analysis is shown on page 3 of this <br /> report. A copy of the original analysis report from Sherwood Labs is included in the appendix. <br />
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