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ARCHIVED REPORTS_XR0011666
EnvironmentalHealth
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GRANT LINE
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2900 - Site Mitigation Program
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PR0516430
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ARCHIVED REPORTS_XR0011666
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Last modified
1/22/2020 1:42:23 PM
Creation date
1/22/2020 1:35:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011666
RECORD_ID
PR0516430
PE
2950
FACILITY_ID
FA0012598
FACILITY_NAME
GRANT LINE AUTO CENTER
STREET_NUMBER
541
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
98376
APN
21449004
CURRENT_STATUS
01
SITE_LOCATION
541 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' Visual observations will include documenting the presence of hydrocarbon sheen or floating <br /> ' product and identifying any unusual odors Once the groundwater grab sample is collected, the <br /> boring will be tremae grouted using a cement grout The groundwater grab samples will be <br /> ' tested for TPH-gasoline, TPH-diesel, TPH-motor oil, BTEX, and MTBE as described in Table I <br /> 4.3 Phase 2 —Subsequent Investigation <br /> The Phase 2 information may be needed to evaluate additional groundwater parameters such as <br /> ' flow direction, gradient, and water quality <br /> t4.31 Groundwater Well Construction and Development <br /> ' If needed, monitoring wells will be installed based on the results of the phase 1 investigation <br /> The monitoring well(s) will be constructed within the uppermost water-bearing unit to a depth of <br /> ' approximately 20 feet The well(s) will consist of 2-inch diameter flush-threaded schedule 40 <br /> polyvinyl chloride (PVC) casing with 0 01-inch machine slotted screen placed at depths of 5 to <br /> ' 20 feet bgs This screened interval correlates with the offsite wells The remainder of the well <br /> will consist of blank casing The screened interval should extend a minimum of I foot above the <br /> ' top of the groundwater level The well screen will be fitted with a flush-threaded bottom cap A <br /> No 2-12 sand pack will extend from the bottom of the screen to I-foot above the top of the <br /> ' screen One foot of bentonite pellets will be placed above the sand and hydrated with tap water <br /> The remainder of the annular space will be sealed using a neat cement grout Protective casing <br /> ' will be installed with a lock <br /> ' The groundwater welI(s)will be developed once the wells have been allowed to cure for at least <br /> 48 hours Water will be removed from the well by bailing, pumping, or surging until it is clear <br /> ' of sediment The development water will be monitored for turbidity (removal of fine materials), <br /> and the temperature, pH, turbidity and conductivity will be monitored until measurements <br /> ' stabilize (temperature within 1 degree centigrade, pH within 0 1 pH unit, turbidity within 10 <br /> percent, and conductivity within 3 percent) All field observations including water quality data, <br /> Field Cnvestigatton Work Plan 8 2 September 2003 <br /> ' TREADWELL&ROLLO,INC <br />
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