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3500 - Local Oversight Program
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PR0545724
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Last modified
6/3/2020 11:45:52 AM
Creation date
6/3/2020 11:40:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545724
PE
3528
FACILITY_ID
FA0005934
FACILITY_NAME
M & M AUTOMOTIVE
STREET_NUMBER
60
Direction
E
STREET_NAME
TENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23517204
CURRENT_STATUS
02
SITE_LOCATION
60 E TENTH ST
P_DISTRICT
005
QC Status
Approved
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Task 1.3 - Well Sampling: <br /> Groundwater samples will be collected from existing and newly constructed wells on <br /> a quarterly basis. Each monitoring well will be purged using calculated well volumes <br /> based on the depth to water in each casing. As each purge volume is removed, <br /> measurements of pH, temperature, and conductivity will be taken until these <br /> parameters stabilize, which is interpreted to beaquifer water entering the casing. <br /> Field testing of physical and biologic parameters will be conducted and collected <br /> immediately (i.e., dissolved oxygen, oxidation-reduction potential, pH, conductivity, <br /> temperature, alkalinity). Samples collected for chemical analysis will be carefully <br /> collected with a clean bailer and poured into the appropriate laboratory prepared <br /> container with minimum cavitation. Each water sample collected will be labeled, <br /> logged onto a chain-of-custody form, and placed in .a chilled ice chest. Upon <br /> completion of the well sampling, the well will be closed and locked and the sampler <br /> will move to the next sampling point. Samples will be analyzed by a state-certified <br /> analytical laboratory by the test methods described below in Task 1.4. Upon <br /> completion of field monitoring and analytical testing a report of findings will be <br /> prepared for submittal to the PHS-EHD, and the California State Water Resources <br /> Board (SWRCB). <br /> Task 1.4 - Chemical, Physical, and Biological Parameters Testing <br /> At least one soil core should be collected from within each of the two on site aquifer <br /> Iithofacies (one from the north side and one from the south side of the property) for <br /> permeability testing. The two values can then be averaged for identifying the <br /> groundwater flow rates. <br /> Up to two soil samples and four groundwater samples will be submitted for analysis <br /> for the following: <br /> TPH-G by EPA method 8015M <br /> • BTEX by EPA method 8020/602 <br /> Four groundwater samples will be analyzed in the laboratory (depending appropriate <br /> protocols and equipment available to the samplers) for the following: <br /> • Dissolved oxygen content either by down-hole meter reading or immediate surface <br /> measurement by the Winkler method. <br /> • Oxygen-reduction potential by method AB25880 (filled from the bottom, and <br /> analyzed immediately). <br /> • pH by EPA method 150.1, or SW-9040,or a direct reading meter. <br /> • Conductivity by EPA method 120.1 or SW-9050, or a direct reading meter. <br /> • Temperature by EPA method 170.1 (preferably by down-hole meter reading). <br /> • Alkalinity by Alkalinity test kit model AL Ap MGL, method A2320, or EPA method <br /> 310.2 <br /> • Nitrate by EPA method 353.2, or SW-9200, or HACH method 8039, 8192. <br />! • Sulfate by EPA method 353.2, or SW-9036/9038, or HACH method 8051. <br /> • Ferrous Iron by EPA method 200.7, or SW-6010, A3500, or HACH method 25140-25. <br /> • Biologic screening for assumed psuedomonas genera. <br />
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