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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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Plastic casing or screen shall not be driven or <br /> otherwise subjected to impact forces during installation. <br /> The effects of heat generated by curing cement on plastic <br /> casing are discussed in Section 9, Part B, paragraph 8. <br /> Section 13. Sealing-off Strata. <br /> In areas where a well penetrates more than one <br /> aquifer, and one 'or more of the aquifers contains water that, <br /> if allowed-to mix in sufficient quantity, will result in a <br /> significant deterioration of the quality of water in the <br /> other aquifer(s) or the quality of water produced, the strata <br /> producing such poor-quality water shall be sealed off to <br /> prevent entrance of the water into the well or its migration ': <br /> to other aqu <br /> A. Strata producing the undesirable quality water <br /> shall be sealed off by placing impervious material opposite CASING CONDUCTOR CASING SEAL <br /> the strata and opposite the confining formation(s). (See <br /> Figure 8.) The seal shall extend above and below the strata POOR <br /> no less than 10 feet (3 metres) even should the confining QUALITY <br /> formation be less than 10 feet (3 metres) in thickness. In WATER ,; SEAL <br /> the case of; "bottom" waters, the seal shall extend 10 feet PRODUCTION CASING <br /> (3 metres) in the upward direction. The sealing material <br /> shall fill the annular space between the casing and the wall <br /> of the drilled hole in the interval to be sealed, and the surrounding void spaces which might absorb the sealing `' SHOE <br /> material. The sealing material shall be placed from the IMPERVIOUS !MATERIAL <br /> bottom to the top of the interval to be sealed.. IO'Min. <br /> i <br /> In areas where deepsubsidence m occur IMPERVIOUS <br /> f; <br /> example, (as, for MATERIAL IOC Min. <br /> p , portions of the San Joaquin Valley provision shall <br /> be made for maintaining the integrity of the annular seal in <br /> the event of subsidence. Such preventive measures may POOR QUALITY <br /> include the installation of a "sleeve" or "slip joint" in the WATER SEAL <br /> casing, which will allow vertical movement in the casing _ GOOD <br /> without its collapse. QUALITY GRAVEL <br /> WATER PACK IMPERVIOUS 104n. <br /> B. Sealing material shall consist of neat cement, MATERIAL <br /> cement grout, or bentonite clay (see Section 9, Part D for <br /> description of the various materials). GOOD GRAVEL <br /> QUALITY PACK <br /> C. Sealing shall be accomplished by a method WATER <br /> approved by the enforcing agency. IMPERVIOUS MATERIAL <br /> Section 14. Well Development. GOOD <br /> Developing, redeveloping, or conditioning of a well QUALITY <br /> WATER <br /> shall be done with care and by methods which will not cause <br /> damage to the well or cause adverse subsurface conditions <br /> that may destroy barriers to the vertical movement of water <br /> between aquifers. <br /> The following methods used in developing, redevel- <br /> oping, or conditioning a well when done with care are <br /> acceptable: (a) overpumping, (b) surging by use of a <br /> Suggested methods for sealing-off strata are presented in Figure 8. SEALING-OFF STRATA <br /> Appendix B. <br />
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