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3500 - Local Oversight Program
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PR0545280
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Last modified
2/3/2020 12:37:09 PM
Creation date
2/3/2020 11:56:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
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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San Joaquin County of Public Works January 15, 1999 <br /> Workplan for Site Assessment <br /> Task 5: Well Survey <br /> Following the installation of the groundwater monitoring wells, the ground surface and casing <br /> tops for all existing wells will be surveyed to a common datum at each location. Differential <br /> leveling of the locations (0.01-foot accuracy) to mean sea level (MSL) shall be included in the <br /> survey. If no benchmark has been identified within two (2) blocks of the SITE, a temporary <br /> benchmark will be used. Surveying services may be provided by Tait and Associates, a State- <br /> licensed surveyor. <br /> Task 6: Disposal of Solid/Liquid Waste <br /> Soils and decontamination and development water generated during the well installation <br /> activities will be contained in DOT-approved 55-gallon drums. Following receipt of the <br /> analytical results, TEM, on behalf of the County of San Joaquin, will arrange for the disposal <br /> of all solid and liquid waste generated during the well installation activities. <br /> Task 7: Groundwater Monitoring & Sampling <br /> Prior to collecting groundwater samples, free product thickness (if present) will be determined <br /> and the depth to groundwater will be measured in all wells to be sampled. The wells will also <br /> be properly purged until the temperature, conductivity, pH and turbidity stabilize. The <br /> groundwater level will be allowed to recover to at least 80 percent of the initial level prior to <br /> sampling. New, individually wrapped, PVC bottom-valve bailers will be used for sampling <br /> the wells. Groundwater samples will be collected by lowering the bailer approximately 3 to 5 <br /> feet below the static groundwater level. The bailer will be raised slowly in order to minimize <br /> agitation of the water sample in the bailer. <br /> Groundwater samples will be decanted from the bailers into laboratory-supplied glass <br /> containers. The samples will be labeled and placed into an ice-chilled cooler. Care will be <br /> taken to insure no air bubbles are trapped in the containers. The collected samples will be <br /> transported to a State-certified laboratory for analyses under proper chain-of-custody protocol. <br /> Task 8: Laboratory Analyses <br /> Up to ten (10) soil samples will be collected from each of the borings and submitted to a <br /> laboratory for analyses. The soil samples will be analyzed for the gasoline fraction of total <br /> petroleum hydrocarbons (TPH-G) or (TPH-D) using California OHS method for TPH (8015 <br /> modified). Benzene, toluene, ethylbenzene, and total xylenes (BTEX) and MTBE will be <br /> analyzed via EPA Method No. 8020. <br /> Groundwater samples will also be analyzed for TPH-G, BTEX and MTBE in accordance with <br /> the CDHS Method for TPH (8015 modified), and EPA Method No. 8020, respectively. If <br /> MTBE is detected, it will be quantified using EPA Method No. 8260. <br /> 5 <br />
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