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ARCHIVED REPORTS_XR0012380
Environmental Health - Public
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EHD Program Facility Records by Street Name
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M
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MARCH
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2701
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3500 - Local Oversight Program
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PR0545517
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ARCHIVED REPORTS_XR0012380
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Last modified
3/12/2020 12:11:01 AM
Creation date
3/11/2020 11:24:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012380
RECORD_ID
PR0545517
PE
3528
FACILITY_ID
FA0003798
FACILITY_NAME
MARCH LANE 76*
STREET_NUMBER
2701
Direction
W
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95219
APN
11619007
CURRENT_STATUS
02
SITE_LOCATION
2701 W MARCH LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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n <br /> FIELD PROTOCOL <br /> Site Safe tv Plan <br /> Field work is performed by ERI personnel in accordance with a site safety plan developed for the site <br /> This plan describes the basic safety requirements for the subsurface investigation and the drilling of soil <br /> borings at the work site The site safety plan is applicable to personnel and subcontractors of ERI <br /> Personnel at the site are informed of the contents of the site safety plan before work begins A copy of <br /> the site safety plan is kept at the work site and is available for reference by appropriate parties during <br /> the work The ERI geologist acts as the Site Safety Officer <br /> Pre-Drilling Protocol <br /> Prior to drilling of borings, ERI acquires necessary permits from the appropriate agencies ERI also <br /> contacts Underground Service Alert (USA) and a private utility locator before drilling to help locate <br /> public utility lines at the site ERI observes the driller hand auger proposed boring locations to a depth <br /> of approximately 5 feet below ground surface to reduce the risk of encountering underground utilities <br /> Direct Drive Push-Technology Drdhng <br /> Cone penetrometer and continuous core soil borings are drilled using a portable, truck-mounted <br /> pneumatic sampling device capable of pushing and/or driving a 2-inch core barrel into the subsurface <br /> The core barrel has a 4-foot plastic sleeve inserted to help sample retention The core barrel <br /> (approximately 4 feet long) is pushed/driven into the subsurface, retrieved to the surface, and the <br /> plastic liner extracted The soil samples will be evaluated using the Unified Soil Classification System <br /> (USCS) When groundwater is encountered in the borings, a bailer or Hydropunch® type sampler is <br /> used to collect a reconnaissance groundwater sample After drilling and sampling is completed, the <br /> boring is abandoned using bentonite chips to the original surface <br /> During drilling, soil samples are collected from the core barrel at approximately 5-foot intervals and <br /> dust above the groundwater surface Soil samples are monitored with a photoionization detector (PID), <br /> which measures hydrocarbon concentrations in the ambient air or headspace above the soil sample <br /> Field instruments such as the PID are useful for indicating relative levels of hydrocarbon vapors, but do <br /> not detect concentrations of hydrocarbons with the same precision as laboratory analyses Soil samples <br /> selected for possible chemical analyses are sealed promptly with Teflon® tape, and plastic caps The <br /> samples are labeled and placed in iced storage for transport to the laboratory Chain of Custody <br /> Records are initiated by the geologist in the field, updated throughout handling of the samples, and sent <br /> with the samples to the laboratory Copies of these records are in ERI's report Cuttings generated <br /> during drilling are placed on plastic sheeting and covered and staged at the site ERI coordinates with <br />
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