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REMOVAL_CLOSURE 1986
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0501046
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REMOVAL_CLOSURE 1986
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Last modified
11/19/2024 1:51:31 PM
Creation date
11/5/2018 8:40:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
CLOSURE 1986
RECORD_ID
PR0501046
PE
2381
FACILITY_ID
FA0004968
FACILITY_NAME
CHEVRON 96155 (INACT)
STREET_NUMBER
9474
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95205
APN
08515003
CURRENT_STATUS
02
SITE_LOCATION
9474 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\9474\PR0501046\CLOSURE 1986 .PDF
Tags
EHD - Public
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April 19, 1988 <br /> Page 3 <br /> B. Groundwater Well Construction <br /> 1. Casing Type, Diameter, Screen Interval, and Slot Size <br /> The monitoring well will be completed with the installation of factory <br /> threaded, 3-inch Schedule 40 PVC casing. The screen size will be factory <br /> slotted 0.020-inch. Based on a well completion depth of 40 feet and a <br /> static groundwater depth of 20 feet, screens will be placed from <br /> approximately 10 feet to 40 feet in depth, to allow for seasonal <br /> fluctuations in water levels. <br /> 2. Packing Depth and Size, and Seal Depth and Type <br /> Coarse aquarium or 12 x 20 sand will be used in the annular space from the <br /> depth of the boring to approximately 3 feet above the top of the screens. <br /> A one-foot thick bentonite seal followed by concrete to the ground surface <br /> will then be placed above the top of the sand pack. <br /> 3. Security <br /> A locking cap will be installed at the top of the well and shall be <br /> protected by a traffic rated concrete Christy box. <br /> 4. Development Procedure <br /> As part of the groundwater sampling procedure the well will be developed <br /> as described below under Groundwater Sampling. <br /> 5. Construction Diagram for each Well <br /> A construction diagram for each well will be submitted with the boring <br /> logs in the report which will be prepared following field activities. <br /> 6. Casing Elevation <br /> Surface elevations for each well will be surveyed to the nearest <br /> 0.01-foot, and survey data will be used to calculate groundwater <br /> elevations for the construction of groundwater contour maps, if <br /> appropriate. <br /> C. Groundwater Sampling <br /> 1. Water Level Measurement Procedure <br /> Prior to groundwater sampling, the water level will be measured to the <br /> nearest 0.01 foot. <br />
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