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2900 - Site Mitigation Program
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PR0547725
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CORRESPONDENCE
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Entry Properties
Last modified
2/23/2026 2:13:42 PM
Creation date
2/17/2026 11:17:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
CORRESPONDENCE
RECORD_ID
PR0547725
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0027181
FACILITY_NAME
PROPOSED MONITORING WELL SITE
STREET_NUMBER
950
STREET_NAME
STEWART
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
2121007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
950 STEWART RD LATHROP 95330
Tags
EHD - Public
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4) Annular space requires 2 inches width thickness (SJC Well Standards 4.7.4) around each well casing. Please <br /> discuss the method you plan to use to ensure that requirement is met, especially when three 2-inch well casings <br /> are being installed inside a 12-inch boring to 800 feet. Will centralizers be used?What kind of centralizers,etc. <br /> - See Section 2.3.5 in well spec. "Individual well casings shall have a minimum two (2) separation between <br /> other casings and borehole wall." In addition, centralizers will also be utilized. <br /> 5) While EHD understands that the well design on Figure 2 is for"permitting and conceptual purposes only", please <br /> provide a corresponding lithological profile and discuss how the design can protect against potential migration <br /> of contaminants between lithological lavers, especially when the two proposed filter packs seem to be 120' and <br /> 160' in length. <br /> - No lithologic data is available within one mile of the proposed well site. Lithologic logs and a-log used to <br /> develop conceptual design have been included in the updated work plan (Attachment A). <br /> 6) Grain-size of the filter pack shall be matched to the slot size of the well screen (SJC Well Standards Section <br /> 13.10.2). Please discuss. <br /> - See update to work plan. <br /> 7) Filter pack material shall be placed in the well boring by use of a tremmie pipe or equivalent (Section 13.10.6). <br /> Please discuss. <br /> - See Section 2.3.6 in well spec: "Gravel packing and sealing material shall be pumped or gravity fed through <br /> the tremie pipe.The gravel pumping system shall consist of a hopper, which will allow for the calculation of <br /> the amount of gravel packing material entering the borehole.The Contractor shall provide the Owner with a <br /> schematic drawing of the system of gravel placement he intends to employ prior to the installation of <br /> casing" <br /> 8) Strongly recommend surge blocking the well before placing the transition seal or the annular seal (Section <br /> 13.10.7). If surge blocking is not to be done, please discuss how to avoid having the sand settle and creating <br /> bridging after the transition seal and annular seal are placed <br /> - Surge blocking or bailing will be done to consolidate gravel pack. Specifications in section 2.3.6, "The <br /> quantities of gravel placed in the annulus of each well shall not be less than the computed volume of the <br /> annulus." <br /> 9) There is no discussion of the grout materials for the annular(sanitary)seal in the work plan. Sealing material <br /> shall consist of neat Cement, Bentonite neat cement grout, or Bentonite clay(Section 13.12.3). Please discuss. <br /> See Section 2.2.2 in well spec: "1.The sealing material shall be composed of a slurry of sand-cement grout.The grout shall <br /> consist of a sand-cement mixture in accordance with California Department of Water Resources Well Standards, Bulletin <br /> 74-81/Supplement 74-90. <br /> 2. The mixture for the surface, or sanitary, seal shall conform to State standards and local ordinances for <br /> sanitary seals. 3. The bentonite sealing material shall be a graded chip bentonite with granules ranging from <br /> 1/4 inch to 3/8 inch. An approved product for the bentonite seals is "HOLEPLUG" as manufactured by the NL <br /> Baroid Division of NL Industries, Inc." <br /> 10) EHD had experienced problems in the past destroying nested wells,to that point that many had to be destroyed <br /> by detonation. Provide to EHD a proposal how these nested wells are be destroyed when they are no longer in <br /> service,which include both the well casings as well as the filter packs,that will meet SJC Well Standards for <br /> monitoring wells. (i.e. pressure grout may not be the answer as you would have to fill 120 to 150 feet of void <br /> space of the filter packs from what looks to be about a 10' section of screen, and against whatever head <br /> pressure at that depth.) Please discuss. <br /> - Example well destruction plan has been added to the work plan (Attachment C). <br /> 11) Please be aware that grout must be delivered by tremmie pipe down to the bottom of the well, and from there <br /> on up to the top (Section 13.17.8). <br /> - See section 2.3.7 in well spec: "The tremie pipe shall be installed no more than 5 feet above the placed <br /> gravel envelope before beginning seal placement.The bottom of the tremie pip shall remain submerged in <br /> the sealing material maintaining a positive displacement throughout the sealing process until the grouting <br /> material has reached the ground surface. <br /> 12) Please have Ron Bradley the C57 fill out the bottom of the LCD (see attached) authorizing Andrew to sign in <br /> place of him on the well permit application (since Andrew had already signed on the permit application.) <br /> - Document has been signed. <br /> 2 <br />
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