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ARCHIVED REPORTS_2015_1
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ARCHIVED REPORTS_2015_1
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Last modified
7/18/2020 12:55:52 PM
Creation date
7/3/2020 10:59:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015_1
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
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2015_1.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 /> • A YSI 3560 Water Quality Meter (or equivalent) was used to measure oxygen reduction <br /> potential (ORP), pH, specific conductance (EC), temperature, and turbidity. After <br /> approximately every casing volume of purging, field parameters were recorded on a Well <br /> Data Sheet. Sampling was performed when the total estimated purge volume was reached. <br /> • The pumping rate is reduced during evacuation of the last casing volume so that sampled <br /> water is not subject to unnecessary agitation. If a bailer is used,the bailer is slowly lowered <br /> to minimize agitation of the water column. <br /> Groundwater Sampling Using Low-Flow(Micro Purge) Methods <br /> For groundwater monitoring wells at the Austin Unit equipped with dedicated bladder pumps, <br /> groundwater sampling was performed using low-flow(micro purge) methods described below. <br /> • In order to minimize a decline in water level, the bladder pump was operated at a discharge <br /> rate of 1 liter per minute or less. <br /> • A weighted water-level meter was used to measure water levels in the well during purging. <br /> Water levels were recorded on a Well Data Sheet along with water quality parameters. <br /> • To assess the presence of fresh water coming into the well, discharged water was routed <br /> through a flow cell attached to a YSI 3560 Water Quality Meter (or equivalent) equipped <br /> with probes for measuring ORP, pH, specific conductance, temperature, and turbidity. <br /> When three consecutive readings of these field parameters had stabilized to within the <br /> established criteria listed in the table below, the water quality was considered to be stable <br /> and samples were collected. <br /> CONSTITUENT CRITERIA <br /> Turbidity ±10%of reading <br /> ORP(redox) ±20 my <br /> Specific Conductance ±10%of reading <br /> Temperature ±0.2 degrees Celsius <br /> pH ±0.2 units, <br /> Domestic Well Sampling Methods <br /> For domestic wells the water was left to run for approximately 30 minutes prior to sample <br /> collection. At the time of sampling, a YSI 3560 Water Quality Meter® (or equivalent) was used <br /> to measure field parameters (EC, pH, temperature, and turbidity) and recorded on a Well Data <br /> Sheet. <br /> • <br />
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