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CORRESPONDENCE_1965-1989
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WAVERLY
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6484
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_1965-1989
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Last modified
4/17/2025 10:06:20 AM
Creation date
12/20/2021 12:37:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1965-1989
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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lot <br />The annular space above the gravel packs should be sealed from the top of the <br />gravel pack to the ground surface. A seal of three to five feet of sodium <br />bentonite should be placed directly on top of the gravel pack. The remaining <br />annular apace is sealed with a cement grout from the top of the bentonite to <br />the ground surface. <br />Two grout formulations are acceptable. In those situations where a lower <br />density grout is desirable, such as formations that have taken drill fluid, a <br />cement -bentonite gropt may be used. For general applications a cement -sand <br />grout may be used. The cement -bentonite grout will consist of Portland <br />Cement, finally ground sodium bentonite and potable water in the proportions <br />of 5.2 gallons of water and 2 to 5 pounds of bentonite per 94 -pound bag of <br />cement, with an additional 0.65 gallon of water for each pound of bentonite. <br />The cement -sand mix will consist of Portland Cement and clean 20-40 grade <br />sand and potable water in the proportions of 5.2 gallons of water and 85 pounds <br />of sand per 94 -pound sack of cement. <br />The method of mixing either grout should result in a uniform and smooth <br />mixture. For on-site mixing, the cement -bentonite grout should be blended by <br />first preparing a smooth slurry of the bentonite and water by use of a jet <br />mixer, and then the cement is added to this slurry through the jet mixer. The <br />cement -sand grout should be blended in a sequence in which the cement is added <br />last. For either grout, water should not be held back or extra water added. <br />The aforementioned formulations assumes that all ingredients are dry, uniform, <br />clean, uncontaminated, and lump free at the start of blending. <br />Placement of Crout Seal . Using one of the approved grouts, the remaining <br />annulus will be grouted from the top of the bentonite scul to the ground <br />surface. The grout will be pumped into the HSA; use of a tremie pipe is not <br />required because the HSA acts as a tremie. The HSA will be filled with grout <br />to the ground surface and then a section of HSA can be removed. This process <br />will be repeated until all HSA•a have been removed. <br />
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