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Last modified
11/1/2021 4:50:37 PM
Creation date
5/31/2019 2:44:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0524783
PE
2960
FACILITY_ID
FA0016638
FACILITY_NAME
GREIF STOCKTON
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
01
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> December 4, 2005 <br /> 4088053170 01 <br /> Mr. Jeff Wong <br /> San Joaquin County <br /> Page 2 <br /> In August 2005,AGI conducted a Phase II assessment which included the advancement of 18 soil <br /> borings to assess the soil and groundwater beneath the Site. The results of this assessment identified <br /> elevated levels of petroleum hydrocarbons in soil and groundwater in three areas(northwest, <br /> southwest, and southeast corners)of the site. <br /> SCOPE OF WORK <br /> i <br /> Field Investigation <br /> Prior to initiating the field work,MACTEC will obtain the required boring permits from the Countyji <br /> and will clear proposed boring locations using surface geophysical techniques to reduce the <br /> possibility of encountering or damaging buried subsurface utilities such as piping or electrical wiring. j <br /> Based on the results of the Phase H investigation,MACTEC proposes performing additional <br /> investigation of the three identified areas through the installation of 12 additional onsite soil borings <br /> as discussed below. <br /> All borings will be advanced to groundwater(estimated at approximately 20 feet bgs)using a direct- <br /> push drill rig equipped with 1-7/8-inch-diameter,hollow, driveod. Groundwater samples will be E <br /> collected from nine of the twelve soil boring locations(as discussed below). Proposed boring <br /> locations are presented on Plate 1. <br /> r I <br /> Each boring location will be continuously cored and logged by a MACTEC field geologist using <br /> visual and manual methods. Soil samples will be screened using a photo-ionization detector(PID)to <br /> identify any samples potentially containing elevated levels of residual petroleum hydrocarbons. <br /> MACTEC will prepare select soil samples for laboratory analysis based on PID measurements and <br /> eld geologist. MACTEC anticipates one to two soil <br /> die)F <br /> Sabo <br /> MACTEC <br /> 4 <br /> 0 <br /> X00 <br /> December 4, 2005 y EIa, Cl, ra l d r�yy�/; <br /> 4088053170,01 VICES <br /> Mr. Jeff Wong <br /> San Joaquin County <br /> Environmental Health Department <br /> 304 East Weber Avenue, 3rd Floor <br /> Stockton, California 95202 <br /> Work Plan <br /> Additional Assessment <br /> 800 West Church Street <br /> Stockton, California 95203 <br /> Dear Mr. Wong: <br /> MACTEC Engineering and Consulting, Inc. (MACTEC) is pleased to present this Work Plan to <br /> perform additional assessment at 800 West Church Street in Stockton, California on behalf of The <br /> Newark Group (the site owners). This Workplan is intended to fulfill:the requirements of the San <br /> Joaquin County Environmental Health Department(the County)for obtaining the pertinent drilling <br /> permits. The Scope of work presented in this.Work Plan includes the following: <br /> • Additional assessment of areas identified in the Phase II assessment performed at the Site in <br /> August 2005 by Advanced GeoEnvironmental, Inc. (AGI)to determine the extent of the identified <br /> releases. <br /> • Preparation of a report presenting the results of the additional assessment. <br /> BACKGROUND <br /> f MACTEC conducted a Phase I Environmental Site Assessment(Phase I) for the Newark Sierra <br /> Paperboard Corporation(the Site) in September 2004. The Phase I reported that six underground <br /> storage tanks(USTs)were removed from the Site in 1986. A tank excavation associated with the <br /> former USTs contained stained soils an&odor, and resulted in an unknown amount of soil being <br /> excavated from the tank pita Soil and groundwater samples collected during the removal activities <br /> contained elevated concentrations of total petroleum hydrocarbons as diesel.(TPHd),benzene, 1,2- <br /> dichlorobenzene, 1,4-dichlorobenzene, and toluene. The Regional Water Quality Control Board <br /> (RWQCB) concluded that the soil samples collected from the pits and stockpiled soil were not <br /> analyzed for the chemicals stored in the tanks or the by-products of those chemicals and <br /> recommended additional sampling of native soils: <br /> MACTEC Engineering and Consulting,Inc. <br /> 5341 Old Redwood Highway;Suite 300•Petaluma;CA 94954_ <br /> 707-793-3800•Fax:707-793-3900 <br />
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