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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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C. Conductor Casing. For community water supply 5. Bentonite clay mixtures shall be composed <br /> of bentonite clay and clean water thoroughly mixed before <br /> wells, the minimum thickness of steel conductor casing shall placement so that there are no balls, clods, etc. <br /> be 1/4 inch (6 millimetres) for single casing or a minimum of <br /> No. 10 U. S. Standard Gage for double casing. Steel used for 6. Used drillers' mud or cuttings or chips <br /> conductor casing shall conform to the specifications for from drilling the borehole shall not be used as sealing <br /> steel casing described in Section 12. material. <br /> D. Sealing Material. The sealing material shall The minimum time that must be allowed for <br /> consist of neat cement grout, sand-cement grout, bentonite materials containing cement to "set" before construction <br /> clay, or concrete. Cement used for sealing mixtures shall operations on the well may be resumed shall be: <br /> meet the requirements, including the latest revision thereof, <br /> of ASTU C150 "Standard Specification for Portland Cement" a. Type I cement - 72 hours <br /> types' I(common construction cement) III (high early b. Type III cement - 48 hours <br /> strength) and V (for high sulfate resistance, i.e., corrosive c. Type V cement - 6 hours <br /> waters),?,/ Water used for sealing mixtures shall be clean <br /> and of a potable quality. Materials used as additives for When necessary these times may be reduced by the use of <br /> Portland cement mixtures in the field shall meet the require- "accelerators", i.e., additives designed specifically to <br /> ments, and latest revision thereof, of ASTM C494 Standard shorten setting time. <br /> Specification for Chemical Admixtures for Concrete". <br /> 1 8. Where thermoplastic casing is used, caution <br /> . Neat cement grout shall be composed of one <br /> should be exercised to control the heat generated during the <br /> sack of Portland cement (94 pounds or 43 kilograms) to 4-1/2 curing of the cement (called "heat of hydration"). This is <br /> to 6-1/2 (depending on cement type and additives used) of special concern where casing of thinner wall thicknesses <br /> gallons (17 to 25 litres) of clean water. are to be installed. The addition of bentonite to the cement <br /> 2. Sand-cement grout shall be composed of not mixture (up to 8 percent) or circulating water inside the <br /> more than two parts by weight of sand and one part of casing will lower the temperature of the cement. Additives <br /> which accelerate the curing process also tend to increase the <br /> Portland cement to 4by to 6-1/2 (depending on cement type <br /> and additives used) gallons (17 to 25 litres) of clean water heat generated and should not be used where thermoplastic <br /> casing is installed. <br /> per sack of cement. <br /> 3. Concrete / used shall be "Class A" (6 sacks E. Thickness of Seal. The thickness of the seal <br /> of Portland cement per cubic yard or 0.76 cubic metre or shall be at least a nominal inches,f and not less than <br /> "Class B" (5 sacks per cubic yard or 0.76 cubic metre�.:�L/ three times the size of toe largest coarse aggregate used in <br /> the sealing material. <br /> Aggregates shall meet the requirements, including the latest <br /> revision thereof, of ASTM C33 "Standard Specification for F. Placement of Seal. <br /> Concrete Aggregates". <br /> 4. Special quick-setting cement, retardents to 1. Before placing the seal all loose cuttings, <br /> setting, and other additives, including hydrated lime to make drilling mud, or other obstructions shall be removed from the <br /> the mix more fluid (up to 10 percent of the volume of cement), annular space by flushing. <br /> and bentonite (up to 5 percent) to make the mix more fluid <br /> and to reduce shrinkage, may be used. -- <br /> Clay in the form of a mud-laden fluid is similar to and <br /> has the advantages of neat cement and sand-cement grout. <br /> l/ American Society for Testing and Materials. There is a disadvantage in that clay may separate from the <br /> f Corresponding API (American Petroleum Institute) cement fluid. Clay should not be used where structural strength <br /> classes are: Type I - API Class A, Type III - API Class C. o stability i the seal is required, where flowing or <br /> �f Concrete is useful in sealing large-diameter wells where moving water might break it down, es where it might dry <br /> the volume of annular seals required is likely to be out. Although there are other tyFes ti clay available, <br /> substantial. However, unless care is exercised during none have the sealing properties (particularly the ability <br /> lastanti the coarse aggregate m become separated from to expand dramatically), comparable to bentonite. There- <br /> placement, p fore, only bentonite clays are recommended. <br /> the cement. In other words, the borehole shall be nominally 4 inches <br /> f A popular concrete mix among drillers consists of 8 sacks (100 millimetres) larger in diameter than the nominal <br /> of Portland cement per cubic yard (0.76 cubic metre) and casing diameter (thus creating a 2-inch, or-50 millimetre <br /> uniform aggregate of 3/8 inch (9.5 millimetres) diameter. annular space). <br />
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