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CORRESPONDENCE_1972-1986
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440007
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CORRESPONDENCE_1972-1986
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Last modified
6/4/2021 5:21:37 PM
Creation date
5/7/2021 8:41:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1972-1986
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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t <br /> J. H. KLEINFELDER & ASSOCES <br /> File: S-1008-21/12 : 337 <br /> Revised: July 8, 1986 <br /> Page 5 <br /> compatible with 0 .02-inch screen and most, aquifer <br /> materials. Unless the conditions encountered are <br /> vastly different than the available information <br /> indicates, a #2 or #3 sand backfill will be used. <br /> C . Bentonite <br /> Bentonite pellets shall be used to form a 2-foot seal <br /> in the annular space after placement of sand filter and <br /> prior to placing the surface seal . Water will be added <br /> to the pellets after placement . <br /> D. Grout <br /> A cement grout will be used to backfill the remaining <br /> annulus section to the surface. Grout shall be tremied <br /> to prevent bridging in the annulus. <br /> WELL DEVELOPMENT - <br /> Well development shall be done by pumping, air lifting, or <br /> other suitable methods until the water produced is clear and free <br /> of appreciable fines. <br /> MONITORING WELL INSTALLATION <br /> Four ground water monitoring wells approximately 175 feet <br /> will be installed at the locations shown on Plate A. A typical <br /> monitoring well installation is shown on Plate C. Wells will be <br /> screened 5-10 feet above and 20-40 feet below the first <br /> encountered ground water unless the first ground water zone is a <br /> confined zone. If a confined or semi-confined situation is <br /> encountered, the well shall be completed in the first impermeable <br /> zone. Otherwise, the well shall be screened to a depth 30-40 <br /> feet below the water table, if no impermeable zone is <br /> encountered. There will an experienced, knowledgeable <br /> professional (geologist or engineer) present on-site to make <br /> these decisions during the well installation, and the <br /> installation of the wells shall be performed under the direct <br /> supervision of a Registered Geologist, as required by Subchapter <br /> 15 . The northern-most and southern-mast wells will be drilled <br /> first before drilling the east and west wells. To ensure that <br /> accurate groundwater elevations are determined as ground water <br /> is encountered, proposed well locations will be surveyed before <br /> drilling begins, and a marker should be established near each <br /> well site. Whichever well (or wells) on the site becomes the up- <br /> o <br />
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