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120 (STATE ROUTE 120)
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21801
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2900 - Site Mitigation Program
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PR0516259
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Last modified
11/19/2024 4:01:48 PM
Creation date
4/1/2020 3:39:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516259
PE
2960
FACILITY_ID
FA0012534
FACILITY_NAME
BARREL TEN QUARTER CIRCLE LAND CO
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
CURRENT_STATUS
01
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Kennedy/Jenks Consultants <br /> Stabilization Criteria for Three or <br /> FField Parameters More Consecutive Readings Notes <br /> pH Difference between three or more — <br /> consecutive readings is within±0.2 <br /> units <br /> Temperature Difference between three or more — <br /> consecutive readings is constant <br /> Specific Difference between three or more — <br /> Conductance consecutive readings is within±3% <br /> Turbidity Difference between three or more Generally, turbidity is the last parameter to <br /> consecutive readings is within±10% stabilize.Attempts should be made to achieve <br /> or three consecutive readings below stabilization; however, this may not be <br /> 10 NTUs possible. It should be noted that natural <br /> turbidity in groundwater may exceed 10 NTUs. <br /> If turbidity is greater than 50 NTU, <br /> redevelopment of the well may be warranted. <br /> ORP Difference between three or more Very sensitive. Attempts should be made to <br /> consecutive readings is within achieve stabilization; however, due to <br /> ±20mV parameter sensitivity this may not be possible. <br /> Dissolved Oxygen Difference between three or more Very sensitive. Attempts should be made to <br /> consecutive readings is within±10% achieve stabilization, especially when <br /> or±0.2 milligrams per liter(mg/L), collecting samples of VOC analysis; however, <br /> whichever is greater due to parameter sensitivity this may not be <br /> possible. <br /> Attempts should be made to achieve the stabilization criteria. Because of geochemical <br /> heterogeneities in the subsurface environment, stabilization of field parameters during purging may <br /> not always be achievable. If field parameter measurements do not indicate stabilization, continued <br /> conventional purging may be required until a minimum of three wetted-casing volumes have been <br /> removed. During low-flow purging of a well containing a large volume of casing water, it may be <br /> practical to discontinue low-flow purging and proceed with sampling if field parameters have not <br /> stabilized within a reasonable period. This judgment must be made on a site-specific/project- <br /> specific basis. <br /> D.5 Quality Control Guidance <br /> Follow the quality control requirements specified in the Quality Assurance Project Plan (QAPP), <br /> project-specific field sampling and analysis work plan, and/or project-specific regulatory <br /> requirements, as applicable. The following may be used as guidelines. <br /> 1. Approximately one duplicate sample should be obtained for each sampling event or for each <br /> batch of samples (a batch is typically defined as 20 samples). Collect duplicate samples <br /> immediately after the original samples are collected. Purging is not performed between original <br /> sample collection and collection of duplicate samples. Original and duplicate samples are <br /> collected sequentially, without appreciable delay between collection cycles. Duplicate samples <br /> are to be submitted to the laboratory blind (i.e., not identified as a duplicate sample). <br /> 2. Typically, at least one type of field blank sample (rinsate or transfer) should be collected per day <br /> of water sampling. All field blank samples are to be collected, preserved, labeled, and treated <br /> Monitoring Well Installation Work Plan, D-6 <br /> Barrel Ten Quarter Circle Land Company, Escalon, California <br /> %\SFO\Groups\I S-Group\Adini n\J ob\03\030118.27_BTQ CLC\09-Reports\M W-Install-W Pln\Appendi xW PP_D.doc <br />
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