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PR0544199
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Last modified
2/27/2019 11:46:35 PM
Creation date
2/27/2019 4:14:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544199
PE
3528
FACILITY_ID
FA0014183
FACILITY_NAME
RAYMOND INVESTMENT CORPORATION
STREET_NUMBER
730
Direction
E
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
730 E CHANNEL ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br /> onitoring Well Installation Work Plan <br /> Raymond investment Corporation <br /> August 11,2064 <br /> Page 3 <br /> Soil samples will be collected from the drill cuttings for the purpose of characterizing the cuttings for <br /> disposal. All down-hole drilling equipment will be steam-cleaned prior to use. The drill cuttings and <br /> steam cleaning effluent will be placed in DOT-approved 55-gallon drums, sealed, labeled, and left on <br /> site. Disposal of hazardous materials, if any,will be.the responsibility of the property owner. <br /> The monitoring well borings will be drilled to a depth of approximately 10 feet below the water table. It <br /> is anticipated that groundwater will be first encountered.at approximately 40 feet bgs:-The monitoring <br /> wells will be constructed with 15 feet of two-'inch outside diameter, Schedule 40, flush-threaded, <br />` machine-slotted PVC screen (0.020-inch slot size). The screen will extend from a depth of approximately <br /> ten feet below the water table to five feet above the water table. A flush-threaded PVC bottom cap will <br /> be placed at the bottom of the screen section in each well. Blank PVC casing will be installed above the <br /> i screens to the ground surface. A filter pack of#3 Monterey sand will be placed in the annular space to <br /> approximately two feet above the screens while the augers are in place. The depth of the sand in the <br /> annulus of the well will be monitored with a weighted tape measure while the sand is being placed and <br /> the augers are.being gradually retracted to avoid bridging. To form a protective seal, approximately two <br /> feet of bentonite chips will be installed above the sand in the wells. The bentonite chips will be installed <br /> as the augers are retracted. The bentonite will be hydrated using potable water. A surface seal of neat <br /> cement will be tremied into the annulus of the wells and will extend from the bentonite to the ground <br /> surface. <br /> ' The monitoring wells will be completed with locking traffic boxes installed flush with the ground <br /> surface. Details of the well construction will be noted on the geologic logs, including the depth intervals <br /> of the screen, sand pack, and seals. <br /> 3.3 MONITORING WELL SURVEYING,DEVELOPMENT,AND SAMPLING <br /> Following installation of the monitoring wells, the wells will be surveyed to determine the location and <br /> elevation of the well collars in order to comply with AB2886 (Water Code sections 13195 -- 13198). The <br /> well collars will be surveyed with a vertical accuracy of 0.01 foot to a NAVD 88 or NGVD 29 datum, <br /> and with a horizontal accuracy of 0.03 foot to a NAD 83 datum. The measuring points for water-level <br /> measurement will be marked on the well collars. Well survey data will be submitted in electronic <br /> deliverable format(EDF) to the State Water Resources Control Board UST site database (GeoTracker). <br /> At least 48 hours following construction, the monitoring wells will be developed by surging and bailing <br /> the groundwater in the wells until the discharge water is relatively free of sediment (clear to the unaided <br /> eye). The monitoring wells will be purged until the temperature, electrical conductivity, and pH of the <br /> water have stabilized. All well-development equipment will be cleaned prior to use by washing in a <br /> solution of laboratory-grade, non-phosphate detergent and deionized water, and double rinsing with <br /> deionized water. The purge water discharged from the wells during development will be containerized in <br /> 55-gallon drums, sealed, labeled, and left on site to await disposal pending results of laboratory analyses. <br /> Groundwater samples will be collected at least 48 hours following development of the monitoring wells. <br /> Prior to sample collection, the static water level in each well will be measured to the nearest 0.01-foot <br /> with a battery-operated, water level meter. A disposable bailer will be lowered into each well to check for <br /> floating product, petroleum odors, and/or sheen. If floating product is encountered, the thickness of the <br /> product will be measured, but no laboratory samples will be collected. The monitoring wells will be <br /> purged using'a clean, disposable bailer until the temperature, electrical conductivity, and pH of the water <br /> C/ have stabilized. At least three casing volumes of water will be purged from the monitoring wells. The <br /> a CONDOR <br /> IL <br />
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