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ARCHIVED REPORTS XR0001598
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001598
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Last modified
6/14/2019 1:15:38 PM
Creation date
6/14/2019 10:31:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001598
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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! 1 <br /> Ile <br /> 29 December 2000 <br /> AGE-NC Project No 96-0235 <br />' Page 3 of 8 - <br />' 2 4 LOGGING <br /> ,Soil was extruded from a second brass sleeve or from the unpreserved portions of the soil in the core <br />' barrel samples and was screened for the presence of organic vapor using an organic vapor meter <br /> (OVM) equipped with a photo-ionization detector (PID Thermo Environmental 580A, 10 0 eV, <br /> calibrated to isobutylene), and the OVM readings were recorded on the boring log The soil was then <br />' visually described in accordance with the Unified Soil Classification System <br />' 2 5 WELL AND BORING COMPLETION , <br /> Borings MW-11A through MW-13B were completed as ground water monitoring wells MW-11A <br />' through MW-13B using two-inch diameter Schedule 40 PVC casing with 0 020-inch slotted screen, <br /> borings EW-1 and EW-2 were completed as ground water extraction wells EW-1 and EW-2 using <br />' four-inch diameter Schedule 40 PVC casing with 0 020-inch slotted screen, boring AS-1 was <br /> completed as an in-situ air sparging well using two-inch diameter Schedule 40 PVC casing with <br /> 0 020-inch slotted screen <br /> Soil borings MW-11A, MW-12A, MW-13A and EW-1 were advanced to 30 feet bsg, soil borings <br /> MW-11B, MW-12B, and MW-13B were advanced to 45 feet bsg, soil boring EW-2 was advanced <br />' to 50 feet bsg and soil boring AS-1 was advanced to 60 feet bsg <br /> Wells MW-11A, MW-12A, MW-13A and EW-1 were installed using 20 feet of screen from <br />' 'approximately.l 0 feet to 30 feet bsg and with blank casing extended to the surface Wells MW-11 B, <br /> MW-12B, and MW-13B were installed using 5 feet of screen from approxnnately 40 feet to 45 feet <br /> bsg Ground water extraction well EW-2 was installed using 20 feet of screen from approximately <br />' 30 feet to .50 feet bsg Air sparging well AS-1 was installed using 5 feet of screen from <br /> approximately 55 feet to 60 feet bsg <br /> The filter pack for MW-11A, 12A, 13A and EW-1 (No 3 Lonestar sand) was installed from 8 feet ' <br /> to 30 feet bsg The filter pack for MW-11B, MW-12B and MW-13B was mstalled from 38 feet to W <br /> 45 feet,bsg in the borings The filter pack for EW-2 was installed from 28 feet to 50 feet bsg in the <br /> borings The filter pack for AS-1 was installed from 53 feet to 60 feet bsg in the borings A nominal <br /> 2-foot bentonite-pellet plug was then installed above the filter pack in MW-11A through MW-13B <br /> and EW 1 and EW-2 A nominal 3-foot bentonite-chip plug was installed above the filter pack in <br /> AS-1 The bentonite plugs in the wells were hydrated for approximately thirty minutes <br /> The ground water monitoring wells were grouted to near the surface with portland cement Water- <br /> tight, traffic-rated well boxes were then installed over the wells As-built well diagrams are depicted <br /> on the boring logs in Appendix C <br /> Advanced C,eoEuvironinental,Inc <br />
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