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ARCHIVED REPORTS_2010_12
Environmental Health - Public
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ARCHIVED REPORTS_2010_12
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_12
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2010_12.tif
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EHD - Public
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CV=(n)(CD/2)2 (HW)(7.48) <br /> where: <br /> CV = casing volume(gallons) <br /> CD = casing diameter(feet) <br /> HW = height of water column within well (feet) <br /> 7.48 = conversion from cubic feet to gallons. <br /> • Each well with sufficient recharge was purged of a minimum of three casing volumes and <br /> allowed to recover to 80 percent of the original well volume prior to sampling. Slow- <br /> recharge wells were purged of a minimum of one well volume and also allowed to recover <br /> sufficiently(for a period of no more than two hours)prior to sampling. <br /> • For domestic wells the water was left to run for approximately 30 minutes prior to sample <br /> collection. <br /> • To assess the presence of fresh water coming into the well, a Horiba U-10 Water Quality <br /> Meter®(or equivalent)was used to measure electrical conductivity(EC),pH, turbidity, and <br /> temperature. The water quality meter was calibrated daily with a manufacturer supplied auto- <br /> calibration solution. After approximately every two to five gallons of purging, field <br /> parameters were recorded on a Well Data Sheet. Sampling was performed when the total <br /> estimated purge volume was reached and the EC,pH, turbidity, and temperature stabilized to <br /> within 10%between consecutive readings. <br /> Groundwater Sampling_Using Low-Flow Purging Methods <br /> • Groundwater monitoring wells at the Austin Unit that are equipped with dedicated sampling <br /> equipment were purged and sampled using low-flow purging methods. <br /> • With the weighted water-level meter in the well,the submersible pump was operated at a <br /> discharge rate that would minimize the decline in water level. <br /> • Discharged water was routed through a sampling chamber equipped with probes for <br /> measuring EC,pH, turbidity, and temperature with the water quality meter. When three <br /> consecutive readings of these field parameters had stabilized to within 10%of each other, <br /> with no discernible upward or downward trend, the water quality was determined to be stable <br /> and samples were collected. <br /> 2 <br /> DAForwardSAplan.doc <br /> Geologic Associates <br />
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