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ARCHIVED REPORTS XR0006432
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DURHAM FERRY
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4491
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3500 - Local Oversight Program
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PR0544625
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ARCHIVED REPORTS XR0006432
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Entry Properties
Last modified
7/3/2019 8:46:48 PM
Creation date
7/3/2019 4:38:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006432
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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s <br /> Lo in of Bonnas <br /> Soil cuttings and samples are logged using the Unified Soil Classification System Samples not <br /> selected for chemical analysis and the soil sampler shoe are extruded in the field for <br /> examination. The texture, color, moisture, plasticity, and consistency of soil, the blow counts, <br /> and subjective evidence of hydrocarbons, such as soil staining, obvious product odor, and <br /> photoionization detector (or similar instrument) readings are noted in the field on the Logs of <br /> Borings. <br /> Sampling of Drill Cutting <br /> Soil samples are collected from the stockpiled dell cuttings by driving a hand-operated <br /> percussion sampler fitted with a clean brass sleeve into the stockpiled soil. The sleeve is <br /> removed from the sampler and promptly sealed with aluminum foil, plastic caps, and duct tape. <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 /> Monitoring-Well Constriction <br /> Monitonng wells are constructed in the bonngs with thread jointed, 2-inch inner-diameter, <br /> Schedule 40 PVC casing. No chemical cements, glues, or solvents are used in well <br /> construction. The screened portion of each well consists of factory-perforated casing with <br /> • 0 020-inch-wide slots. The well screen extends from the total depth of the well to approximately <br /> 5 feet above the groundwater- surface:. -his screened interva: allows sampling at the air-water <br /> interface during seasonal and other fluctuations of the groundwater level. --be annular space Ln <br /> the well is packed with sand compatible with well slot size to approximately I to 2 feet above <br /> the slotted interval. A 3-foot thick bentonite plug is added above the sand pack to prevent the <br /> cement from entering the well pack. The remaining annulus is backfilled to grade with a <br /> 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 possibility <br /> of accidental disturbance of the well. <br /> Well Development <br /> We wait a minimum of 24 hours after well installation before developing the groundwater <br /> monitoring wells to allow the grout to seal Before developing the monitoring wells, a water <br /> sample is collected for subjective analysis from near the water surface in the well with a <br /> dedicated disposable bailer. The wells are developed with a surge block and pump. Well <br /> development continues until the discharge water is clear of silt and sand Clay-size sediments <br /> derived from the screened portion of the formation cannot be entirely eliminated by well <br /> iR-081694 FLD <br />
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