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ARCHIVED REPORTS XR0006431
Environmental Health - Public
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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 XR0006431
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Last modified
7/3/2019 8:41:43 PM
Creation date
7/3/2019 4:38:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006431
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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CLEARWATER <br /> . _ G R O U P I N C <br /> • <br /> organic vapor using a calibrated photoionization detector The results of the <br /> field testing will be noted with the lxthologxc descriptions on field exploratory <br /> soil boring log Soil samples selected for laboratory analysis will be covered <br /> on both ends with teflon tape and plastic end caps The samples will then be <br /> labeled, documented on a chain-of-custody form and placed in a cooler for <br /> transport to a state certified analytical laboratory <br /> Drill soil cuttings will be stockpiled on plastic and covered to control runoff, <br /> or placed in 55 gallon D O T. drums on site, sampled for landfill profiling <br /> purposes and hauled by a licensed hazardous waste hauler to an appropriate <br /> landfill All waste stored on site will be clearly labeled <br /> Well Installation <br /> Soil borings not to be converted into monitoring wells will be sealed to the <br /> ground surface using either neat cement or a cement/bentonite grout mixture <br /> in accordance with federal, state and local regulations <br /> Soil borings that will be converted into monitoring wells will be a miumum <br /> of eight inches in diameter for 2-inch diameter wells and a minimum of ten <br /> inches in diameter for 4-inch diameter wells Monitoring wells will be <br /> constructed with schedule 40, threaded polyvmylchloride (PVC) casing and <br /> have factory-slotted screen. The screened interval will be placed such that it <br /> will extend approximately ten feet into the water bearing zone, and at least <br /> two feet above the expected water level Screen slot size and sand pack will be <br /> chosen based upon the expected aquifer materials A graded sand pack will be <br /> placed in the annular space across the screened interval and extended <br /> approximately one to three feet above the screen A minimum of a one foot <br /> seal of bentonite will placed above the sand pack The bentonite seal will be <br /> hydrated by either formation water or distilled water Neat cement or a <br /> cement/bentonite grout mixture seals the remaining annular space to the <br /> surface If bentonite is used in the grout mixture, it will not exceed 5% by <br /> weight. A watertight locking cap and protective traffic-rated vault box will be <br /> installed on top of each well All well materials will be free from <br /> contamination prior to installation Complete well construction details will <br /> be presented on the field exploratory soil boring log Fluids or lubrications <br /> will not be used during the connection of individual lengths of screen and <br /> solid casing, other than distilled water <br /> • <br /> CLEARWA'TER GROUP,INC 2 December 16,1994 <br />
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