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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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Casing spacers shall be designed to allow the proper passage and distribution of sealing <br /> material around casing(3) within the interwil(s) to be sealed. <br /> Additional discussion and standards for placement of the annular seal are contained in <br /> Section 9, Seaton 13, and Appendix 13 of the Water Well Standards, <br /> I <br /> Section 10, Surface Construction Features. <br /> Surface ccnstructiop features of a rrionitoring well sliall serve to prevent physical damage to the well, prevent <br /> entrancc of surface water, pollutants, and contaminanis; and prevent unauthorized access. <br /> A. Lacking Cover. The Lop of a monitoring well shall be protected by a locking cover or <br /> equivalent level of protection [o prevent unau[hori�ed access. <br /> B_ Casing. The top of a monitoring well using shall be f tIed with a cap or "sanitary seal" <br /> to prevent surface water, pollutants, or contaminants from entering the well bore. Openings <br /> or passages for water Ic%rcl measurement, venting, pump power cables, discharge wbing, and <br /> other access shall be protected ag:Iinst entry of surface w;L[c:r, pollutants. and contaminants, <br /> C. Floodin - "fire top of the well �_, iOg shall terminate above ground surface and known lcveis <br /> of Ilooding, except where site conditions, such ac vehicular Iraffac, will not ullow- <br /> D, Bases- Unless otherwise, approved by the enforcing agency, a conercte base air pad shall be <br /> constructed around the top t)f a monitoring well casing at ground surface and contact the: <br /> annular srzi1, unless the top of the mirlg is below ground surface as provided by Subsection E, <br /> below. "Die base shall he at least 4 inches thick and shall slope to drain away from The well <br /> casing, The base shall c:x[cnd at least two reel litierally in ail directions from the outside,of the MP <br /> well boring, unless o[herwise approval by [hc enforcing agency. <br /> The base shall be free of cracks, voids, and other significant defec[s likely to prevent water <br /> tightness. Contacts between the base yLna the annular seal, and the base and The,well Lasing <br /> must be water tight and must not cause the failure of Ihc:well casing or annular seal. <br /> I <br /> Where cernerlt-based annular sealing material is used, the concrete base shall he poured before <br /> The annular seal has set, unless otherwise approved by 4hc enforcing agency, <br /> E, Vaults. At the approval of the enforcing agency, the top of the well casing may be below <br /> ground surface because of Irxffic or other critical c_crnsidcralion& A structurally-sound <br /> waicrtight vault, or equivalent fe aturc, shall be installcd to horse the top of a monitoring well <br /> that is below ground stirf rcc_ Tkie vault shall extend from the tog of the annular siIal to at least <br /> ground surface. In 110 case Shall the top of [hc annular seal be more than 4 feet below ground <br /> surface. <br /> The vault shall cunwct tbe ;nnuiar seal in a manriex to form a water[ight and slrncturally <br /> sound connection. Contacts between the vault and the annular seal,and the vault and the well <br /> rasing, if anv, shall not fail or cause the failure of the well casing or annular seal. <br /> Where ccemeni-based annular seal materials are used. the vault shall be sex into or MT10ct the <br /> annular seal material before it sets, unless oiherwise approved by the enforcing agency, If <br /> bi rnumite-based scaling material is wgc4 for the annular seal, the vault should be set into the <br /> bentonite before it is fully hydrated. <br /> -45- <br />
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