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ARCHIVED REPORTS XR0000472
EnvironmentalHealth
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BENJAMIN HOLT
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2908
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3500 - Local Oversight Program
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PR0544111
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ARCHIVED REPORTS XR0000472
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Last modified
2/7/2019 3:16:33 PM
Creation date
2/7/2019 2:29:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000472
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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3 <br /> Construction of SVE and AS Wells - <br /> Construction of the AS wells will be completed with a maximum of 2 5 feet of <br /> 1-inch-diameter, Schedule 40 polyvinyl chloride (PVC), 0 020-inch slotted, flush-threaded casino <br /> placed approximately 10 feet below the water table (30 feet bgs) Blank casing will extend from _ <br /> the top of the slotted section to ground surface Actual depths of the boreholes and screened <br /> intervals will depend on the conditions encountered during drilling, and will be determined in the <br /> field ' The AS wells will-be_packed.with No 3-sand_adlacent_to�the 0020-inch screen to�=-=-= <br /> 'app`roximately-I�foot-above the top of the screen A minimum 5-foot-thick layer of bentonite <br /> pellets or chips will be placed on the top of the sand pack A bentonite-cement slurry will be <br /> placed on top of the bentonite pellets or chips and will extend to near ground surface Typical <br /> AS well construction is illustrated on Figure 2 <br /> The SVE wells will be completed with 15 feet of 4-inch-diameter Schedule 40 PVC, ` <br /> 0 030-inch slotted screen, and approximately 5 feet of blank casing The SVE wells will extend _ <br /> G K approximately 2 feet into groundwater A�ravel pack of coarse aquarium sand-willabe placed <br /> adjacent to the screened interval and,will extend to approximately I foot above the top of the <br /> �A-2-foot-thick bentonite seal-will be placed-above the SVE'well-gravel pack The - <br /> remaining annular space will -with-he nrnnrrp-rPn,Pnr_�i„rr.,—rl,o_,"-ll,_ <br /> . - compl ed at grade using-water-tight lotion; covers ---Typical-SVE well construction is illustrated <br /> on Figure 3 r <br /> Dual-completion wells will be constructed in a similar fashion as single-completion wells f <br /> The sand packs belonging to the AS and SVE wells are separated by a bentonite seal so the two <br /> - wells are functionally, mutually exclusive whilestructurally=existing=in-the-same=borehole <br /> Typical AS/SVE well construction is illustrated on Figure 4 <br /> Connection of the SVE and AS wells to the soil vapor, extractionjreatment�and=air sparging—+ <br /> systemwill-be completed during the installation of the SVE/AS system and related piping <br /> a <br /> Y PROJECT SCHEDULE <br /> h <br /> This_section_provides-a schedule of-the installation of SVE-and=AS-wells; and-preparation-- <br /> ofa site;summary report <br /> Use or disclosure of data contained on this sheet is subject to the restriction specified of the beginning of this <br /> document 15061REPQRTSMORKPLAN <br />
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