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COMPLIANCE INFO_PRE 2019
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PR0506532
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COMPLIANCE INFO_PRE 2019
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Last modified
5/4/2021 1:53:55 PM
Creation date
5/4/2021 1:22:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0506532
PE
2960
FACILITY_ID
FA0007479
FACILITY_NAME
VACANT PROPERTY - FORMER CAIN ELECTRICAL
STREET_NUMBER
230
Direction
N
STREET_NAME
CHURCH
STREET_TYPE
ST
City
LODI
Zip
95240
APN
04302301
CURRENT_STATUS
01
SITE_LOCATION
230 N CHURCH ST
P_LOCATION
02
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Monitoring Well Installation Report <br />CAIN ELECTRICAL COMPANY <br />230 North Church Street, Lodi, California <br />1.0. INTRODUCTION <br />In accordance with the request Herman and Ida Weber of Cain Electrical Works, Advanced <br />GeoEnvironmental, Inc. (AGE) has prepared the enclosed well installation report for 230 North <br />Church Street in Lodi, California. <br />The site and the surrounding area are illustrated on Figure 1. Structures and boring and well locations <br />are illustrated on Figure 2. Background information is summarized in Appendix A. <br />2.0. PROCEDURES <br />Four ground water monitoring wells (MW-1 through MW-4) were installed, developed and sampled <br />for analysis in August 2004. Field work was performed in accordance with guidelines issued by the <br />Central Valley Regional Water Quality Control Board (CVRWQCB) for the subsurface investigation <br />of chemical releases sites. The procedures were outlined in the Initial Site Investigation Work Plan <br />dated 09 January 2004 and Initial Site Investigation Work Plan - Addendum dated 29 March 2004. <br />2.1. DRILLING AND SAMPLING <br />On 12 and 13 August 2004, four soil borings were advanced at the site. The soil borings were <br />advanced using a CME-75HT limited access drill rig and a CME-95HT, utilizing 8.25-inch diameter <br />hollow-stem augers to advance borings MW-1 through MW-4. The drill rig and three-man crew were <br />supplied by Cascade Drilling Corporation. Auger returns generated by drilling were containerized <br />in plastic on-site pending disposal options. <br />Soil samples were collected ahead of the drill bit using a California modified split-spoon sampler <br />loaded with three pre-cleaned 2-inch by 6-inch brass sleeves. The samples were collected from <br />monitoring well pilot borings MW-1 through MW-4 at five-foot intervals, beginning at 5 feet below <br />surface grade (bsg), using a 140-pound hammer to advance the sampler. The number of blows <br />required to advance the sampler over each 6-inch increment of the 18-inch sampling interval was <br />recorded on the boring logs. Sampling equipment was washed in an Alconox solution and rinsed <br />with water prior to each sampling run to minimize cross-contamination. <br />For each sample, both ends of the second or other selected sleeve were covered with Teflon sheets, <br />capped and sealed with tape. The samples were labeled, stored on ice and transported under chain-of- <br />custody to Cal Tech Environmental Laboratories (CTEL), a State of California Department of Health <br />Services (DHS)-certified analytical laboratory. <br />Advanced GcoEnvironmental, Inc.
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