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ARCHIVED REPORTS_XR0008499
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545857
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ARCHIVED REPORTS_XR0008499
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Last modified
7/15/2020 4:58:32 PM
Creation date
7/15/2020 2:50:12 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008499
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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foot will be deternuned in the field. Exploratory boring logs shall be prepared under the <br /> direction of a Registered Geologist or Professional Engineer. <br /> Head-space analysis will be performed in the field to check for the presence of volatile organic <br /> compounds Head-space analysis will be performed using an organic vapor meter(either flan-ie <br /> ionization or photo-ionization) The method used will be consistent with the method described <br /> by Fitzgerald (1989) Organic vapor concentrations will be recorded on the HETI Soil Boring <br /> Log (Figure 1) The selection of soil samples for chemical analysis are typically based on the <br /> following criteria <br /> a Soil discoloration <br /> b Soil odors <br /> C. Visual confirmation of chemical in soul <br /> d Depth with respect to underground tanks <br /> e Depth with respect to groundwater <br /> f Organic vapor meter reading <br /> The soil sampler and liners will be cleaned with a tnsodium-phosphate or Alconox solution, <br /> rinsed with clean tap water and air dried or wiped dry with a clean towel prior to each <br /> sampling event Soil samples (full liners) selected for chemical analyses will be covered with <br /> aluminum foil or teflon tape and the ends will be sealed with plastic end caps The end caps <br /> will then be taped to ensure a more secure seal The samples will then be labeled and entered <br /> onto a Chain-of-Custody document, and placed in a cooler on blue ice(hard shell)for transport <br /> to a state certified analytical laboratory <br /> Where copper and zinc contamination are the subject of the investigation, stainless steel liners <br /> will be used in lieu of brass liners Stainless steel liners will also be used when the client, <br />. additional sampling protocol or regulatory agencies require <br /> Soil borings will be backfilled (sealed) to the ground surface using either a neat cement or <br /> cement-bentonite grout mixture in accordance with appropriate local regulations <br /> Pending the outcome of the results of the laboratory analyses,excess drill cuttings will remain <br /> on-site and, when deemed necessary, covered with a plastic tarp or drummed Confirmed <br /> uncontaminated soils may be appropriately disposed of on-sate by the client Soils found to <br /> contain concentrations of contaminants above applicable local or state hinits will be placed in <br /> appropriately labeled 55-gallon D O T drums or in a hazardous materials drop bin and left on- <br /> site for proper disposal by the client. At the clients request, HETI will act as the client's agent <br /> by assisting in the disposal of the contained material. In no case will HETI personel sign a <br /> Hazardous Waste Manifest <br /> Well Construction <br /> Monitonng wells shall be installed using a truck-mounted hollow-stem auger drilling ng or an <br /> air or mud-rotary drilling ng Typically, the hollow stem ng will be used for the installation <br /> of wells up to 100 feet deep, if subsurface conditions prove favorable. Wells greater than 100 <br /> feet in depth will typically be drilled using air or mud-rotary equipment. Mud-rotary <br /> equipment will typically be used when alternate methods have failed or proven ineffective. <br /> Morutoring well casing and screen shall be constructed of a mm mum of Schedule 40,flush joint, <br /> threaded, polyvinylchlonde (PVC) pipe. The well screen will be factory null-slotted The <br /> screen Iength shall be determined in the field and shall be placed with the intent of setting the <br /> screened interval adjacent to the aquifer material. The screen length shall also be set with the <br /> intent of placing the top of the screened interval a minimum of 2 feet above the static water <br /> 2 <br />
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