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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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Many variables are involved in determining the"safe" separation distance between a well and <br /> a potential source of pollution or contamination. No set separation distance is adequate and <br /> reasonable for all conditions. Determination of the safe separation distance for individual wells <br /> requires detailed evaluation of existing and future site conditions. <br /> Where, in the opinion of the enforcing agency adverse conditions exist, the above separation <br /> distances shall be increased,or special means of protection,particularly in the construction of <br /> the well, shall be provided, such as increasing the length of the annular seal. <br /> Lesser distances than those listed above may be acceptable where physical conditions preclude •• <br /> compliance with the specified minimum separation distances and where special means of <br /> protection are provided. Lesser separation distances must be approved by the enforcing agency <br /> on a case-by-case basis. <br /> B. Gradients. Where possible,a well shall be located up the ground water gradient from potential <br /> sources of pollution or contamination. Locating wells up gradient from pollutant and <br /> contaminant sources can provide an extra measure of protection for a well. However, <br /> consideration should be given that the gradient near a well can be reversed by pumping, as <br /> shown in Figure 3 (page 28 of Bulletin 74-81), or by other influences. <br /> C. Flooding and Draina e. If possible, a well should be located outside areas of flooding. The <br /> top of the well casing shall terminate above grade and above known levels of flooding caused <br /> by drainage or runoff from surrounding land. For community water supply wells, this level is <br /> defined as the: <br /> - "...floodplain of a 100 year flood..." or above "...any recorded high tide...", <br /> (Section 64417, Siting Requirements, Title 22 of the California Code of <br /> Regulations.) <br /> If compliance with the casing height requirement for community water supply wells and other <br /> water wells is not practical, the enforcing agency shall require alternate means of protection. <br /> Surface drainage from areas near the well shall be directed away from the well. If necessary, <br /> the area around the well shall be built up so that drainage moves away from the well. <br /> D. Accessibility. All wells shall be located an adequate distance from buildings and other <br /> structures to allow access for well modification, maintenance, repair, and destruction, unless <br /> otherwise approved by the enforcing agency." <br /> Section 9. Sealing the Upper Annular Space. <br /> Note: Sealing requirements are also described in Appendix B, page 67 of Bulletin 74-81. <br /> Section 9 (page 29 of Bulletin 74-81) has been revised to read as follows: <br /> "The space between the well casing and the wall of the drilled hole, often referred to as the annular space, <br /> shall be effectively sealed to prevent it from being a preferential pathway for movement of poor-quality water, <br /> pollutants,or contaminants. In some cases,secondary purposes of an annular seal are to protect casing against <br /> corrosion or degradation, ensure the structural integrity of the casing, and stabilize the borehole wall. <br /> -13- <br />
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