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2900 - Site Mitigation Program
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PR0523363
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Last modified
2/5/2020 8:24:31 PM
Creation date
2/5/2020 4:31:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523363
PE
2965
FACILITY_ID
FA0015787
FACILITY_NAME
SIERRA HILLS PACKING
STREET_NUMBER
4505
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08917052
CURRENT_STATUS
01
SITE_LOCATION
4505 4799 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' October 1, 2004 <br /> NOA Project Number: LE03-034 <br /> MW-1 is a background water quality monitoring well. The proposed location is along the southeast <br /> ' portion of the property. The closest production well is SHP located approximately 115 feet <br /> northwest. The SHP well is most active between the months of May to December and pumps <br /> about 126 gallons per minute according to Ron Kaiser of CSC/SHPI. The pumping duration is <br /> unclear to our office. This location was selected because it is away from any septic systems, <br /> residential property, and probably reflects up-gradient water quality. <br /> MW-2 is proposed to be located on the northern land application area between the cherry orchard <br /> and proposed alfalfa field. The closest production well is CFC2 located approximately 375 feet east- <br /> southeast of the proposed monitoring well location. The CFC2 well is most active between the <br /> ' <br /> month-. of April to July and pumps about 206 gallons per minute according to Ron Kaiser of <br /> CSC/SHPI. The pumping duration is unclear to our office. MW-2 will provide ground water quality <br /> information below the northern land application area. <br /> MW-3 is proposed to be located adjacent to the existing wastewater pond and in-line with the <br /> existing row of cherry trees. The closest production well is a firewater well located approximately 90 <br /> fea east oflhe proposed monitoring well location. We understand from Ron Kaiser that the fire <br /> ' water well is used infrequently. The flow rate is unknown. This well should have minimal impact on <br /> MW-3 due to is infrequent use. MW-3 will provide ground-water quality information below the <br /> existing wastewater pond. <br /> MW-4 is proposed to be located south of and near the center of the southern land application area. <br /> It will be located in-line with existing sows of the cherry trees. The closest well is an offsite <br /> agricultural well located 110 feet west. The activity and projection rate of the agricultural well is <br /> unknown. MW-4 will provide ground water quality information below the southern land application <br /> area. <br /> ' 1.2. Health And Safety Plan <br /> ' We anticipate that the health hazards that will be encountered at the site will be minimal and will be <br /> typical of those associated with Class II landfill waste materials. Based on our understanding of the <br /> past disposal practices at the site,we do not expect to encounter any liquid or solid waste materials <br /> ' nor any liquid or solid hazardous waste materials at the proposed ground-water monitoring well <br /> locations. However,if waste materials are encountered,we anticipate that the primary mode of <br /> contaminant exposure will be through the skin as a result of handling equipment, soil, and water. <br /> Therefore,we have prepared the following Health and Safety Plan: <br /> 1) Level D Protection. We propose that all drilling,well construction, and sampling <br /> ' activities be conducted consistent with Level D protection requirements as defined <br /> by the California Occupational Safety and Health Administration (OSHA). The <br /> minimal required Level D protection equipment includes hard hat, safety glasses, <br /> steel-toed boots, earplugs, disposable rubber gloves, and disposable overalls. <br /> ' 3 f <br />
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