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3500 - Local Oversight Program
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
10/1/2018 2:25:50 AM
Creation date
9/28/2018 11:45:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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ENVIRONMENTAL HEALTH DEPARTMENT <br /> "amu ' " <br /> ` SAN JOAQUIN COUNTY <br /> Unit Supervisors <br /> Donna K. Heran, R.E.H.S. <br /> 304 East Weber Avenue, Third Floor Carl Borgman, R.E.H.S. <br /> < Director Mike Huggins, R.E.H.S., R.D.I. <br /> AI Olsen, R.E.H.S. Stockton, California 95202-2708 Douglas W. Wilson, R.E.H.S. <br /> cP • Manager Program Telephone: (209) 468-3420 Margaret Lagorio, R.E.H.S. <br /> 9CrFok g <br /> Laurie A. Cotulla, R.E.H.S. Robert McClellon, R.E.H.S. <br /> Program Manager Fax: (209) 464-0138 Mark Barcellos, R.E.H.S. <br /> LAWRENCE H BEASLEY <br /> 2120 PEBBLE DRIVE JUL 17 2003 <br /> ALAMO CA 94507 <br /> RE : Former Apache Plastics SITE CODE : 2313 <br /> 2050 Fremont Street <br /> Stockton CA 95209 <br /> San Joaquin County Environmental Health Department (SJC/EHD) has reviewed the <br /> Work Plan Addendum dated October 1 , 2002 and the Site Conceptual Model dated <br /> September 24, 2002 that were submitted on your behalf by Stratus Environmental, Inc. <br /> and has the following comments. <br /> The addendum was written to address specific issues discussed by SJC/EHD in <br /> correspondence dated May 14, 2002. SJC/EHD recommends adjusting some screen <br /> depths as noted below to screen across specific sand intervals; final depths should be <br /> determined from samples collected while advancing the borings. SJC/EHD approves <br /> the addendum with the following noted conditions . <br /> 1 . SJC/EHD does not approve the installation of both down-gradient deep wells , <br /> noted in the addendum as MWA 3 and MWA 7. One well , at the proposed <br /> location of MW-17, is sufficient at this phase of the investigation to monitor <br /> the lateral extent of the plume at depth . MW-12, a deep -well that is proposed <br /> to be destroyed because it is compromised , has been non-detect for <br /> constituents analyzed over four quarters. <br /> 2. The installation of one shallow (screen interval from 40-60 feet bsg), one <br /> mid-zone (screen interval from 80-90 feet bsg ) and one deep-zone (screen <br /> interval from 110-120 feet bsg) groundwater monitoring well at the locations <br /> proposed southeast of CPT-10. <br /> 3. Monitoring well MW-3 will be destroyed by over drilling and replaced with a <br /> monitoring well screened in the deep zone from 100-120 feet bsg . <br /> 4. The proper destruction of manometer points MP-1 and MP-2 , vapor well <br /> VW-1 and monitoring well MW-12. <br /> 5. Analytical results from grab groundwater samples collected from CPT borings <br /> CPT-10 and CPT-11 indicate a possible highly contaminated water bearing <br /> sand interval at approximately 85-90 feet bsg. SJC/EHD recommends further <br /> investigation of this zone with conversion of VWA following destruction to a <br /> groundwater monitoring well discretely screened from 85-90 feet bsg , and <br /> installation of another well screened at this interval in the area of MW-2 and <br /> MW-8. <br /> 6 . Soil and groundwater samples from this phase of the investigation will be <br /> analyzed for TPHg , BTEX, fuel oxygenates , 1 ,2-DCA and ethylene dibromide; <br /> all peaks on the EPA Method 8260 run will be reported . <br />
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