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ARCHIVED REPORTS_XR0006015
Environmental Health - Public
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ARCHIVED REPORTS_XR0006015
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Last modified
9/29/2020 10:08:23 PM
Creation date
4/17/2020 1:54:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006015
RECORD_ID
PR0545603
PE
3528
FACILITY_ID
FA0006095
FACILITY_NAME
PETERSON MFG
STREET_NUMBER
2403
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
2403 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> Logging of Borings <br /> Soil cuttings and samples are logged using the Unified Soil Classification System. Samples <br /> not selected for chemical analysis are examined in the field The texture, color, moisture, <br /> plasticity, and consistency of soil, the blow counts, and subjective evidence of hydrocarbons, <br /> such as soil staining, obvious product odor, and photoionization detector (or similar <br /> instrument) readings are noted in the field on the Logs of Borings <br /> Sampling of Drill Cuttings <br /> Soil samples are collected from the stockpiled drill cuttings into a clean brass sleeve by driving <br /> the sleeve into the stockpiled soil using a hand-operated percussion sampler or similar tool <br /> The sleeve is removed from the sampler and promptly sealed with Teflon tape and plastic caps <br /> The sample is then labeled and placed in iced storage Chain of Custody Records are initiated <br /> by the geologist and accompany the samples to the analytical laboratory Disposal of the drill <br /> cuttings at an appropriate disposal facility is the responsibility of the client <br /> Monitorin -Well Construction <br /> Monitoring wells are constructed in the borings with thread pointed Schedule 40 PVC casing <br /> No chemical cements, glues, or solvents are used in well construction The screened portion <br /> of each well consists of factory-perforated casing, typically with slots of 0 010 or 0 020 inches <br /> in width The well screen extends from the total depth of the well to approximately five feet <br /> above the groundwater surface This screened interval allows sampling at the air-water <br /> interface during seasonal and other fluctuations of the groundwater level The annular space in <br /> the well is packed with sand compatible with well slot size to approximately two feet above the <br /> slotted interval A two to three foot thick bentonite plug is added above the sand pack to <br /> prevent the cement from entering the well pack The remaining annulus is backfilled to grade <br /> with a bentonite cement slurry <br /> Wells are protected with a traffic-rated, cast-aluminum utility box equipped with a PVC skirt <br /> The box has a watertight seal to protect against surface-water infiltration and must be opened <br /> with a special wrench The design of this box discourages vandalism and reduces the <br /> possibility of accidental disturbance of the well. <br /> Well Development <br /> The newly installed groundwater monitoring wells are allowd to stabilize a minimum of 24 <br /> hours after installation prior to development to allow the grout to seal Before developing the <br /> monitoring wells, a water sample is collected for subjective analysis from near the water <br /> surface in the well with a dedicated disposable bailer The wells are developed by pumping, <br /> bailing, and or surge-block techniques. Well development continues until the discharge water <br /> is relatively clear of silt and sand Clay-size sediments derived from the screened portion of <br /> • <br /> SHELLSIFLDMTHDS doc 2 <br />
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