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EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HARNEY
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17720
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4400 - Solid Waste Program
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PR0440058
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COMPLIANCE INFO
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Entry Properties
Last modified
9/29/2026 4:46:47 PM
Creation date
8/3/2026 3:46:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0440058
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004518
FACILITY_NAME
***SST***NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
Site Address
17720 E HARNEY LN LODI 95240
Tags
EHD - Public
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The well screen shall be 2-inch Schedule 80 PVC, flush-threaded. Aperture size <br /> shall be 0.020-inches. Well screen shall be factory-cut. Well screen shall be <br /> new, individually wrapped, and in 10-foot lengths. <br /> 2.04 CENTRALIZERS <br /> Centralizers shall be composed of stainless steel. Galvanized steel or black iron <br /> shall not be used. Centralizers shall be installed as needed to eliminate bends in <br /> casing and ensure pump access to full well depth. Centralizers shall maintain 2- <br /> inch separation between the borehole wall, monitoring well casing, and sounding <br /> pipe casing within the annular space. <br /> 2.05 SOUNDING PIPE <br /> The sounding pipe shall be 1-inch Schedule 40 PVC, flush-threaded. Sounding <br /> pipe casing shall be new, individually wrapped, and in 10-foot lengths. A PVC <br /> end cap shall be installed on each sounding pipe. <br /> 2.06 SOUNDING PIPE SCREEN <br /> The sounding pipe screen shall be 1-inch schedule 40 PVC, flush-threaded. <br /> Aperture size shall be 0.020-inches. Well screen shall be factory-cut. Sounding <br /> pipe screen shall be new, individually wrapped, and in 10-foot lengths. <br /> 2.07 GRAVEL ENVELOPE <br /> The gravel envelope shall be #2/12 gradation, well-rounded, and free of debris or <br /> organic impurities. <br /> 2.08 BENTONITE SEAL <br /> The bentonite seal shall consist of sodium montmorillonite clay. Pellets or chips <br /> with a gradation of 1/4 to 3/8-inch shall be used for the bentonite seal material. <br /> Bentonite material should be able to pass through 30 feet of standing water <br /> without sticking together or bridging. <br /> 2.09 NEAT CEMENT <br /> The neat cement shall consist of Portland Type II cement, with a water-to-cement <br /> ratio that includes 5 to 10 gallons of potable water per 94 lb sack of cement, per <br /> San Joaquin County EHD cement requirements. <br /> 2.10 CONCRETE <br /> The concrete shall have minimum of 28-day compressive strength of 2500 psi. <br /> 2.11 WELL PLUG <br /> North County G-15&G-16 San Joaquin County <br /> Groundwater Monitoring Well Specifications 3 Public Works Dept <br /> Solid Waste Division <br />
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