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2900 - Site Mitigation Program
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PR0524783
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Last modified
11/1/2021 4:49:53 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
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
01
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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casing shall in turn be at least 4 inches greater than the outside diameter of the well <br />casing. <br />Sealing material shall be placed between the permanent conductor casing and the <br />borehole wall, and the conductor casing and the well casing. The sealing material shall <br />extend to at least the depths specified in Subsection A of this section. <br />c.Radial Thickness of Seal. A minimum of two inches of sealing material shall be maintained <br />between all casings and the borehole wall, within the interval to be sealed, except as noted in <br />Section 9 of the Water Well Standards. At least two inches of sealing material shall also be <br />maintained between all "casings" in a borehole, within the interval to be sealed unless otherwise <br />approved by the enforcing agency. Additional space shall be provided, where needed, to allow <br />casings to be properly centralized and spaced and allow the use of a tremie pipe during well <br />construction (if required), especially for deeper wells. <br />D.Sealinl! Material. Sealing material shall consist of neat cement, sand-cement, or bentonite clay. <br />Cement-based sealing material shall be used opposite fractured rock, unless otherwise approved <br />by the enforcing agency. Concrete shall be used only with the approval of the enforcing agency. <br />Sealing material shall be selected based on required structural, handling, and sealing properties, <br />and the chemical environment into which it is placed. Used drilling mud or cuttings from <br />drilling shall not be used for any part of sealing material. <br />1. <br />~. Water used for sealing mixtures should generally be of drinking water quality, <br />shall be compatible with the type of sealing material used, shall be free of petroleum <br />and petroleum products, and shall be free of suspended matter. Good-quality water <br />is necessary to ensure that sealing materials achieve proper consistency for placement <br />and achieve adequate structural and sealing properties. <br />Nonpotable water can sometimes be used for preparing cement-based sealing materials. <br />In no case shall the concentration of chloride in water used in cement-based sealing <br />material exceed 2,000 milligrams per liter. Sulfate shall not exceed 1,500 mg/l. <br />Water used for sealing material shall be chemically analyzed if unknown. Only <br />drinking-quality water of known composition should be used for preparing sealing <br />mixtures for monitoring wells to be used for sensitive water-quality determinations. <br />2.Cement-Based Sealinl! Materials. Discussion and standards for cement-based sealing <br />materials are contained in Section 9 of the Water Well Standards. Special consider- <br />ations that apply to monitoring wells are: <br />a. Additives. Care should be exercised in the use of special additives for cement- <br />based sealing materials, such as those used for modifying cement setting times. <br />Some additives could interfere with sensitive water quality determinations. <br />b. Coolinl! Water. In the case of water quality monitoring wells, care should be <br />exercised in the use of circulating cooling water to protect plastic casing from <br />heat build-up during setting of cement-based sealing materials. Water intro- <br />duced and/or circulated in a well for cooling could interfere with water quality <br />determinations. <br />3. <br />Bentonite-Based Sealinl! Materials. Discussion and standards for bentonite-based <br />sealing materials are contained in Section 9 of the Water Well Standards. <br />-43-
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