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3500 - Local Oversight Program
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PR0545326
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Last modified
2/11/2020 9:23:06 PM
Creation date
2/11/2020 10:38:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545326
PE
3528
FACILITY_ID
FA0000696
FACILITY_NAME
HEARTLAND STEEL PRODUCTS WEST LLC
STREET_NUMBER
213
Direction
S
STREET_NAME
KELLY
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
213 S KELLY ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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�MkSWIAIIT nics <br /> 2661 MWAPO <br /> a <br /> CA ssM <br /> April 26,1989 <br /> Dalton Bietz <br /> Lodi Metal Tech <br /> P.O.Box%7 <br /> r CA;95241 <br /> wAr <br /> ..,".n �? <br /> RE: Addendum to Wcu'h Plan dated 16 November 1988: Project#&.'-'39 <br /> Dear W. )Bretz, <br /> In response to my'phone conversation with Diane Hinson of San �tacefHealth fdbiet, <br /> Emiironmentsl Health Division,.I atm writing this addendum to our preliminary site assessment <br /> work plan dated 16 November 19668. <br /> The County's matin coikeern is"*.one soil boring would not adequately define the extent of soil <br /> contamination at this site,ind that mound water mord",may be necessisay in the futuze. I <br /> assured her that we did not intod that.one bodag would fully defame a l problem if it <br /> exists,but that we Intended it to 6 a preliminmy 11i66WAMt of the proWft' If the data <br /> gathered from tis boring indicates that adder exploratory work is i+eoessary,then we <br /> would pet for *at work. That work is outlined below.. <br /> 6 <br /> Two to three soRborings would be placed at about 30 feet from the center of the excavation and <br /> one monitoring well.wouldbe ro lled at a distance of less than 10 beet from where the tank <br /> was located(Figaim 2)4.Groundwater gradient will be evvaluated`hom av ble data and the. <br /> ging well 0.ac ed downVadient of the tank. A wellt will be obtained if it beconv* <br /> apparent that a monitoring well is needed to assess the probWnnu <br /> do tie of <br /> . is g 1 <;Feet thick,tt well w tem E' It: <br /> Otherwise, the well will tete at t a uikes lower bounding aquitud I ay layer). <br /> The monitoring well will be constructed of 2 inch threaded-faint PVC plc Whedule 40), <br /> perforated from the bottom of the.w H to at least 10 feat above the watttom. Number 3 sand <br /> will be used to aioea#e a films pack that adends,from the bottom of themell to 2 feet above the <br /> perforated zone. Above the filter pack will be placed a 310 5 foot thick granular bentonite seal. <br /> A cement/bentonite gmttt will}a*,pressure insta)led in the annular space above the bentonite <br /> seal by using a tt+eutie tom. Thsgrout.n, eture will be as tallows: 10 gallons of;water, <br /> 2 pounds(2 pig ire,and one sack of cement. The monis waft wiU-be secured and <br /> a surface seal obtained byceiment ing'in a water-tight well box and a`loc.king COP'°A schematic <br /> diagram of the well construction is shown in Figure 3. <br />
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