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ARCHIVED REPORTS_XR0005096
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545570
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ARCHIVED REPORTS_XR0005096
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Entry Properties
Last modified
9/16/2020 1:55:04 AM
Creation date
3/18/2020 2:15:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005096
RECORD_ID
PR0545570
PE
3528
FACILITY_ID
FA0009389
FACILITY_NAME
SJC DEPT OF AG - MANTECA
STREET_NUMBER
392
Direction
S
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
221-030-08
CURRENT_STATUS
02
SITE_LOCATION
392 S MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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The drilling contractor will install the deep monitoring well in an 8-inch diameter sod boring, drilled <br /> 1 through the conductor casing with hollow-stem augers to a total depth of approximately 52 feet <br /> The deep well will consist of a 10-foot section of two-inch diameter, Schedule 40, flush-threaded <br /> and machine-slotted (0 020-inch) PVC well screen spanning from approximately 42 to 52 feet bgs <br /> Blank PVC casing will thread into the top of the well screen and extend to the surface <br /> A filter pack of Monterey#3 graded and washed sand will be placed around the well screen and <br /> approximately two feet above the top of the screened interval (i e , 40 feet bgs) Overlying the <br /> sand pack, two feet of bentonite pellets will be placed within the annular space between the <br /> borehole and the well casing Over the hydrated bentonite, a surface seal of neat cement grout <br /> will be installed with a tremae pipe The top of the well will be secured with a water-tight locking <br /> cap and a traffic-rated, flush-mount street box <br /> 3 2 3 Soil Sampling and Analysis <br /> During drilling, undisturbed sod samples will be collected at 5-foot intervals using a modified <br /> California split-spoon sampler, lined with two-inch diameter by six-inch long stainless steel sample <br /> sleeves During the drilling of the deep well, the sods will be continuously cored between 40 and <br /> 52 feet bgs, to confirm conductor placement and well construction A field geologist will log each <br /> of the undisturbed soil samples and the continuous core for hydrogeologic and lithologic <br /> characteristics according to the Unified Soil Classification System, and screen each sample for <br /> any organic vapors using a photoionization detector(PID) <br /> Since the extent of impacted sod is mostly defined, additional sod samples will not be submitted <br /> for laboratory analysis If any soil samples exhibit evidence of impact (e g , petroleum odor, <br /> discoloration or PID reading), they may be submitted for analysis Field observations and sample <br /> selection will be reviewed with the EHD inspector, prior to sample submittal to the lab <br /> Any submitted sod samples will be sealed with Teflono film and plastic end caps, labeled, <br /> packaged in an iced cooler and transported with chain-of-custody documentation to a state of <br /> California-certified hazardous waste testing laboratory for analysis Each of the sod samples will <br /> be analyzed for TPH-as-diesel, TPH-as-gasoline, and BTEX by EPA Method 8020/8015M, and for <br /> MTBE, DIPS, ETBE, TAME, TBA and 1,2-DCA by EPA Method 8260B <br /> i11 <br />
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