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2900 - Site Mitigation Program
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PR0524783
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Entry Properties
Last modified
2/24/2026 4:31:19 PM
Creation date
11/1/2021 4:44:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0524783
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0016638
FACILITY_NAME
GREIF STOCKTON
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
800 W CHURCH ST STOCKTON 95203
Tags
EHD - Public
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3. Foundation and Transition Seals. A packer or similar retaining device, or a small <br /> quantity of sealant that is allowed to set, can be placed at the bottom of the interval <br /> to be sealed before final sealing operations begin to form a foundation for the seal. <br /> A transition seal, up to 5 feet in length, consisting of bentonite, is sometimes placed <br /> in the annular space to separate filter pack and cement-based sealing materials. The <br /> transition seal can prevent cement-based sealing materials from infiltrating the filter <br /> pack. A short interval of fine-grained sand, usually less than 2 feet in length, is <br /> sometimes placed between the filter pack and the bentonite transition seal to prevent <br /> bentonite from entering the filter pack. Also, fine sand is sometimes used in place of <br /> bentonite as the transition seal material. <br /> Fine-sized forms of bentonite,such as granules and powder,are usually employed for <br /> transition seals if a transition seal is to be placed above the water level in a well <br /> boring. Coarse forms of bentonite, such as pellets and chips, are often used where a <br /> bentonite transition seal is to be placed below the water level. <br /> Transition seals should be installed by use of a tremie pipe, or equivalent. However, <br /> some forms of bentonite may tend to bridge or clog in a tremie pipe. <br /> Bentonite can be placed in dry form or as slurry for use in transition seals. Water <br /> should be added to the bentonite transition seal prior to the placement of cement- <br /> based sealing materials where bentonite is dry in the borehole. Care should be <br /> exercised during the addition of water to the borehole to prevent displacing the <br /> bentonite. <br /> Water should be added to bentonite at a ratio of about 1 gallon for every 2 pounds of <br /> bentonite to allow for proper hydration. Water added to bentonite for hydration shall <br /> be of suitable quality and free of pollutants and contaminants. <br /> Sufficient time should be allowed for bentonite transition seals to properly hydrate <br /> before cement-based sealing materials are placed. Normally, 1/2 to 1 hour is required <br /> for proper hydration to occur. Actual time of hydration is a function of site <br /> conditions. <br /> The top of the transition seal shall be sounded to ensure that no bridging has occurred <br /> during placement. <br /> 4. Timing and Method of Placement. The annular space shall be sealed as soon as <br /> practical after completion of drilling or a stage of drilling. In no case shall the annular <br /> space be left unsealed longer than 14 days following the installation of casing. <br /> Sealing material shall be placed in one continuous operation from the bottom of the <br /> interval to be sealed, to the top of the interval. Where the seal is more than 100 feet <br /> in length, the deepest portion of the seal may be installed first and allowed to set or <br /> partially set. The deep initial seal shall be no longer than 10 feet in length. The <br /> remainder of the seal shall be placed above the initial segment in one continuous <br /> operation. <br /> Sealing material shall be placed by methods (such as the use of a tremie pipe or <br /> equivalent) that prevent freefall, bridging, or dilution of the sealing material, or <br /> • separation of sand or aggregate from the sealing material. Annular sealing materials <br /> -21- <br />
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