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WORK PLANS_CASE 2 FILE 2
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WORK PLANS_CASE 2 FILE 2
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Last modified
3/9/2020 10:45:17 AM
Creation date
3/9/2020 8:56:37 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 2 FILE 2
RECORD_ID
PR0506313
PE
2950
FACILITY_ID
FA0000514
FACILITY_NAME
MAIN STREET SHELL*
STREET_NUMBER
1071
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21707011
CURRENT_STATUS
02
SITE_LOCATION
1071 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Mr. Ron Rowe CAMBRIA <br /> August 14, 1997 <br /> Permits: We will obtain well permits from the San Joaquin County Department of Public Health Services <br /> (SJCPHS) for the installation of the wells. <br /> Soil Borings: Cambria will use a 7-inch diameter hollow-stem auger drill rig to drill three soil borings to <br /> define the extent of hydrocarbons in soil and ground water. Two of the borings will be drilled at the two <br /> potential hydrocarbon source areas identified during the tank and piping replacement work(Figure 1). We <br /> recommend installing the third well at the anticipated down gradient property line to monitor the down <br /> gradient extent of any hydrocarbons detected in the two source area borings.Based on your information, we <br /> anticipate encountering ground water at about 15 to 20 ft depth. Therefore,we anticipate drilling to about <br /> 30 to 35 feet depth, depending on water depth. The boring adjacent to the former tank locations will be <br /> logged continuously and representative samples from each major lithologic unit encountered will be analyzed <br /> for physical parameters as discussed below. We will select soil samples from each boring for chemical <br /> analysis based on observations of staining and odor and on the results of field screening with a portable vapor <br /> analyzer. Our sampling protocol is described in Attachment A. <br /> Monitoring Well Construction:The borings will be competed as two-inch diameter ground water monitoring <br /> wells screened about 5 feet above and 15 feet below the static water table. The actual well screen will be <br /> determined based on lithology encountered during drilling. Standard well construction procedures are <br /> described in Attachment A. <br /> Well Development and Sampling: Cambria will develop the monitoring wells using surge block agitation <br /> and ground water evacuation. The wells will be sampled at least 48 hours after development. Before purging <br /> the wells for sampling,we will measure the depth to water using an electronic depth sounder. We will record <br /> pH,electrical conductivity,and temperature during the well purging and will sample when these parameters <br /> stabilize. Specific well development and sampling procedures are described in Attachment A. <br /> Chemical Analysis: The soil and ground water samples will be analyzed for total petroleum hydrocarbons <br /> as gasoline using modified EPA Method 8015,benzene,toluene,ethyl benzene,and xylenes,and methyl tert- <br /> butyl ether (MTBE) using EPA Method 8020. If MTBE is detected, we will confirm the highest MTBE <br /> sample using EPA Method 8260. <br /> Physical Analysis: As you requested, we will analyze soil samples from each major lithologic unit <br /> encountered in the boring adjacent to the former tank location for physical parameters including moisture <br /> content,permeability,dry bulk density and the organic carbon fraction. Since we will have analytic data for <br /> these samples, we will also calculate the organic carbon fraction excluding hydrocarbon mass. You had <br /> requested that we analyze for the organic carbon fraction from a clean location away from the tanks, <br /> however, calculating the organic carbon fraction excluding hydrocarbons for each major lithologic unit <br /> encountered should be sufficient. <br /> 2 <br />
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