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2900 - Site Mitigation Program
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PR0009056
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Last modified
10/3/2019 9:08:07 AM
Creation date
10/3/2019 8:44:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009056
PE
2960
FACILITY_ID
FA0004059
FACILITY_NAME
LODI DOOR & METAL CO
STREET_NUMBER
1220
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
1220 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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GROUNDWATER MONITORING WELL INSTALLATION <br /> OVERHEAD DOOR CORPORATION <br /> 1220 E. VICTOR ROAD <br /> LODI , CA <br /> INTRODUCTION <br /> This report presents the results of a subsurface investigation <br /> and construction of one groundwater monitoring well at Lodi <br /> Overhead Door Corporation located in Lodi, California. One soil <br /> boring was drilled and a groundwater monitoring well was <br /> installed to further evaluate the subsurface soil and ground- <br /> water conditions at the site. <br /> The Dallas Corporation, Lodi Overhead Door facility is located at <br /> 1220 E. Victor Road, Lodi, California, also referred to as the NW <br /> 1/4, SE 1/4, of Section 6, T3N, R7E, MDB&M. The site consists of <br /> approximately 9 acres and is situated as indicated on Figure 1. <br /> FIELD INVESTIGATION <br /> The field work consisted of drilling one (1) exploratory boring <br /> extending to a depth of 65 feet below the ground surface using an <br /> eight ( 8) inch, nominal diameter, continuous flight hollow stem <br /> auger and the installation of a two inch diameter open standpipe <br /> piezometer monitoring well (identified as Monitoring Well #5) . <br /> The monitoring well was installed down-gradient from the former <br /> surface impoundment at the location indicated on Figure 1. The <br /> drilling, soil sampling, logging, and well construction was <br /> performed on June 1, 1989 under the observation of Mr. Bob <br /> Niblack of the Central Valley Region, California Regional Water <br /> Quality Control Board. <br /> Soil samples were obtained at five (5) foot intervals during <br /> drilling through the use of a split-barrel sampler which was <br /> advanced into the undisturbed soil by a 140 pound hammer <br /> repeatedly falling 30 inches. Pre-cleaned stainless steel liners <br /> were placed in the sampler to retain the soil. The blow counts <br /> necessary to advance the sampler were recorded for each 6-inch <br /> interval. Drilling and sampling equipment was thoroughly steam <br /> cleaned before drilling to prevent the introduction of off-site <br /> contamination. The sampling equipment was cleaned between <br /> samples by washing and rinsing in a hot water bath. <br /> BSK <br /> 1 — &Assoc ates <br /> y <br />
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