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3500 - Local Oversight Program
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PR0545792
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Last modified
6/15/2020 2:47:08 PM
Creation date
6/15/2020 2:37:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545792
PE
3528
FACILITY_ID
FA0009410
FACILITY_NAME
RIPON PW WELLS (CORP YARD)
STREET_NUMBER
1210
Direction
S
STREET_NAME
VERA
STREET_TYPE
AVE
City
RIPON
Zip
95366
APN
25933004
CURRENT_STATUS
02
SITE_LOCATION
1210 S VERA AVE
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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depression within the pumping well. No water will be extracted from the shallow <br /> water bearing zone via the test well for 12-18 hours following the completion of the <br /> step test in order to allow for formation equilibration. <br /> rA constant-rate discharge test will be initiated following <br /> g g formation equilibration. <br /> The constant rate test will involve the extraction of water from the test well at the <br /> rate specified by the step test. Water will be extracted from this well for a period of <br /> - 12 hours. Water levels will be measured con ' uously in the pumping well and a <br /> neighboring monitoring well during the test with pressure transducers and an <br /> i oil/water interface probe or water level meter, liRely with 30 or 60 minute spacings. <br /> Product thickness in those monitoring wells with separate phase hydrocarbons will <br /> be measured at regular intervals during the test. Groundwater samples will be <br /> collected during the first and last hour of the tet from a sampling port in the water <br /> effluent line near the pumping well. The samples will be forwarded to the project <br /> lab for analysis of concentrations TPHg, TPHd, and benzene, toluene, ethylbenzene <br /> and xylene isomers BTEX. <br /> I <br /> i <br /> The pumping test will be completed following 2 hours of groundwater extraction, <br /> or when drawdown has stabilized in MW-2, whichever occurs first. Stabilization is <br /> defined for the purposes of this test as measured drawdown of less than a tenth of <br /> the cumulative drawdown observed after the 5econd hour of pumping for three <br /> consecutive hours. For example, if a total of one foot of drawdown is measured in <br /> MW-2 after two hours of pumping, the test will be concluded following three <br /> f consecutive hourly measurements of an incremental increase in drawdown of 0.10 <br /> i. or less. <br /> A recovery test will be conducted following the completion of the constant rate <br /> discharge test. This test will consist simply of monitoring the recovery of water <br /> levels in MW-2 and the pumping well after t e pump has bee:z shut off. This <br /> recovery will be recorded using the data logger, and will occur pric r to the removal <br /> of any of the pumping equipment from the reco ery well. <br /> rPumping equipment will consist of an electric submersible pump capable of <br /> producing low to moderate flows of water., Based on the pun`_. :::gs generated <br /> during groundwater sampling, it is anticipated that the rate oi groundwater <br />� <br /> r extraction will be between 1 and 5 gpm. Recovered. water will be directed to a <br /> temporary aboveground holding tank during he test. Based o�-- `'-e anticipated <br /> flowrate, it is expected that a tank with a 5,000 allon capacity -vv` . sufficient for <br /> the needs of this test. Water in the tank will be sampled followin .:ie completion <br /> of the test, with collected samples directed to the project laborato_ .- or analysis of <br /> fuel hydrocarbon compounds in accordance with the requirements of local water <br /> disposal facilities. Water will be disposed of foll wing acceptance by tie appropriate <br /> facility, and the rented container returned. <br /> f , <br /> D-107/PILOT TEST WP 4 <br />
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