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PR0516614
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Entry Properties
Last modified
5/31/2019 3:43:11 PM
Creation date
5/31/2019 3:23:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Mr. Jim Barton <br /> RWQCB <br /> March 29, 2013 <br /> Page 5 <br /> Various VOCs (Isopropyl Benzene, 1,2,4-Trimethylbenzene and/or Tert-Butylbenzene) <br /> were detected at low,levels in both soil and groundwater samples from boring B-33. <br /> None of the VOCs detected exceeded California Environmental Screening Levels (ESLs) <br /> for soil or California drinking water quality standards for groundwater. <br /> No constituents of concern were detected in soil or groundwater samples from boring <br /> B-35. <br /> Site-Specific Lithology <br /> The subsurface to a depth of approximately 20 feet bgs is dominated by interbedded silt <br /> and clay deposits, as observed during drilling of the shallow borings in the southeast and <br /> southwest areas of the site in 2005. Thin (2 to 3 feet) sand deposits occur at <br /> approximately 15 to 18 feet bgs in the B-7 area, and at 20 feet and deeper in the B-15 <br /> area. The lack of sand deposits in the,vadose zone .and shallow groundwater zone <br /> suggests that migration of fuel hydrocarbons from USTs was slowed by low hydraulic <br /> conductivities. <br /> As part of URS' investigation .in the southwest portion of the site, boring B-41 was <br /> drilled to a depth of,.approximately 57 feet bgs and logged to provide information <br /> regarding the underlying geology. Lithology of the southern portion of the site consists <br /> of interbedded silts and clays from ground surface to the maximum depth explored of 57 <br /> feet bgs with the exception of a sand layer present from approximately 43 feet to 50 feet <br /> bgs. The sand layer was reported using cone penetrometer testing (CPT) technology <br /> which was used during the drilling of this boring because the larger rig allowed for <br /> deeper penetration depths than other direct push technologies. A geologic cross-section <br /> of the investigation area is included in Attachment B. <br /> PROPOSED SCOPE OF WORK <br /> Investigation Schedule <br /> I URS will complete the proposed field activities andsubmit a report summarizing the <br /> results to the RWQCB by June 30, 2013. The report will also include an updated CSM <br /> addressing the RWQCB comments presented in the February 27, 2013, letter. <br /> Agency Notification and Permits <br /> Th q County The Sari Joaquin Coun Environmental Health Department(SJCEHD)requires drilling <br /> permits to be obtained prior to the commencement of field activities. URS will submit <br /> appropriate permits and fees with the approved workplan to the SJCEHD. Following <br /> approval of the permits, URS will commence field activities. URS will notify the <br /> RWQCB at least 48 hours prior to any field activities. <br /> S <br />
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