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WORK PLANS FILE 2
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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749
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3500 - Local Oversight Program
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PR0544218
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WORK PLANS FILE 2
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Last modified
3/5/2019 9:51:19 AM
Creation date
3/5/2019 9:28:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544218
PE
3526
FACILITY_ID
FA0003870
FACILITY_NAME
SRH FOOD & GAS
STREET_NUMBER
749
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734309
CURRENT_STATUS
02
SITE_LOCATION
749 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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_ <br /> 1 _ <br /> 1 T <br /> San Joaquin County Environmental Health Department <br /> RE: Beneto, Inc., 749 E. Charter Way, Stockton, CA <br /> Page 3 of 4 <br /> will be changed after drilling out the shoe and will be kept in an overbalanced condition to <br /> minimize fluid entry and to control possible heaving sands. <br /> To complete the well, 2-inch diameter PVC casing equipped with centralizers and 10 feet of <br /> 0. 020 slot pre-packed screen will be set from the bottom of the boring to grade. The screened <br /> interval will be from approximately 130440 feet bgs. Approximately 2 additional feet of filter <br /> pack will be placed above the pre-packed screen. The remaining annulus will be completed with <br /> 2 feet of bentonite overlain by neat cement grout to the surface, emplaced with a tremie system. <br /> At the surface, the well will be fitted with a locking cap and watertight, traffic rated well box. A <br /> well construction diagram for MW18C is shown on Figure 4. <br /> Due to the mud rotary drilling method, we do not expect to collect undisturbed soil samples for <br /> laboratory analysis. The lithology of the soil units penetrated was determined by the CPT log of <br /> boring 134 (Attachment 1 ). <br /> Drill cuttings and drilling mud will be stored in lined roll-off bins pending disposal. Water <br /> generated from equipment decontamination, well development; and sampling will be contained <br /> in labeled DOT approved drums. All waste will be stored on site pending laboratory results and <br /> the development of disposal options. <br /> Surveying, Well Development and Groundwater Sampling and Analysis <br /> The elevation of the casing collar of the new wells will be surveyed to a vertical accuracy of 0.01 <br /> feet and the latitude and longitude of the well will be established to an accuracy of one meter or <br /> less. A minimum of 48 hrs after well completion, an experienced field technician will measure <br /> static depth to water and then develop the well by pumping and surging until turbidity is minimized <br /> and measurements of pH, temperature, and electrical conductivity have stabilized. A minimum of <br /> ten casing volumes will be purged from the well. <br /> J <br /> d Subsequent to well development, groundwater samples will be collected after water levels have <br /> recharged to at least 80% of the static levels. Water samples will be placed in appropriate <br /> containers, labeled and placed in an ice chest at a temperature of approximately 4 degrees <br /> Centigrade for shipment to a state-certified laboratory under chain of custody protocol. Analysis <br /> will consist of total petroleum hydrocarbons as gasoline (TPHg) by EPA Method 8015M; benzene, <br /> toluene, ethylbenzene and xylenes (BTEX) by EPA Method 802113; and oxygenated gasoline <br /> additives, 1 ;2-dichloroethane (1 ,2-DCA) and ethylene dibromide (EDB) by EPA Method 8260B. <br /> Protocols and Permitting <br /> All fieldwork will be conducted in accordance with our Field Procedures Plan and site-specific <br /> Health and Safety Plan. A drilling permit application and associated fees will be submitted <br /> following approval of this workplan. <br /> U:\L&P\Beneto\WKPLAN_deepwells.doc <br />
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