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HAZELTON
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3500 - Local Oversight Program
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PR0545280
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SITE HISTORY
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Last modified
2/3/2020 1:37:17 PM
Creation date
2/3/2020 11:53:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545280
PE
3526
FACILITY_ID
FA0003954
FACILITY_NAME
SJ CO PUBLIC WORKS CORP YARD*
STREET_NUMBER
1810
Direction
E
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
15518002
CURRENT_STATUS
02
SITE_LOCATION
1810 E HAZELTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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- .. <br /> and the depth of the contamination, but screen interval length shall not exceed fifteen (15)feet. Up to three <br /> wells can be completed in one borehole as a nested well. <br /> TASK 3 GROUNDWATER MONITORING WELL DEVELOPMENT/SAMPLING <br /> A. All groundwater monitoring wells shall be developed sufficiently to remove any fines from the well and to permit <br /> water flow through the screen section of the well. <br /> B. Groundwater levels shall be determined in all wells prior to purging and also prior to sample collection. If a <br /> submersible pump is used for the purging,depth to water shall be monitored during the purging and concurrent <br /> with the collection of the parameters discussed below. <br /> C. Groundwater shall be collected from all the wells for analysis after sufficient groundwater is purged from the well. <br /> The parameters of temperature, pH, and conductivity must be measured concurrently with the purging of the <br /> wells to indicate when representative groundwater is entering the well. Groundwater shall be sampled in <br /> accordance with accepted industry practices and according to PHS/EHD guidelines. <br /> TASK 4 LABORATORY ANALYSIS <br /> A. Sufficient soil samples must be analyzed in a State Certified laboratory to fully characterize the concentration <br /> and distribution of the contaminants in the subsurface. The detection limits used by the laboratory shall be in <br /> accordance with those in the LUFT Manual. <br /> All soil samples must be analyzed for the following contaminants: <br /> -total petroleum hydrocarbons, diesel GC-FID 3550/8015 <br /> -total petroleum hydrocarbons, gasoline GC-FID 5030/8015 <br /> -benzene,toluene, ethylbenzene, xylene GC-PID 5030/8020 <br /> At least one soil sample from each differing ltthological unit must be analyzed for organic carbon content, <br /> porosity and bulk density. <br /> In addition to the above noted constituents, soil samples from the area of the waste oil tank shall be analyzed <br /> for the following: <br /> -chlorinated hydrocarbons GC-MS 5030/8240 <br /> -cadmium, chromium, lead, zinc, and nickel ICAPorAA 6010or7000 <br /> -polychlorinated biphenyls GC-MS 8080 <br /> In addition to the above noted constituents, at least two soil samples from the area of the former 500 gallon <br /> tanks(tanks#6-8) must also be analyzed for total lead using atomic absorption (7421). The two soil samples <br /> should be those showing evidence of contamination, if any. <br /> B. Groundwater samples shall be analyzed in a State Certified laboratory fortotal petroleum hydrocarbons as diesel <br /> and gasoline, and benzene, toluene, ethylbenzene, and xylene. <br /> TASK 6 VAPOR EXTRACTION TESTING <br /> A. A vapor extraction test shall be performed on the vapor extraction test wells. Influence should be checked at <br /> any nearby monitoring wells, if construction warrants. <br /> TASK 7 CORRECTIVE ACTION PLAN PREPARATION <br /> A. Prepare a technical report which documents the above noted activities, and analyzes/discusses the data <br /> collected. All data shall be presented in tabular form. The concentrations and distribution of contaminants in <br /> the subsurface shall be presented in cross-sections showing soil lithology, contaminant concentrations and well <br /> locations/construction. Groundwater elevation contours and contaminant isographs shall be included. The report <br /> shall also present the results of the vapor extraction feasibility testing conducted at the site, shall present this <br /> technology comparativly with other soil and groundwater cleanup technology applicable to the site and shall <br /> present a cleanup system design for the site including costs. <br /> TASK 8 QUARTERLY STATUS REPORT PREPARATION <br /> A. Prepare astatus report which shall include the tabulated depth to water measurements and the analytical results <br /> from the sampling of the site wells, gradient and flow direction data, copies of the laboratory report,field notes <br /> from the sampling technician, and the current and expected status of the site activities. <br /> 3 <br />
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