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EHD Program Facility Records by Street Name
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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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freefall only where the interval to be sealed is dry and no more than 30 feet in depth. <br /> Fill material shall be placed by methods that prevent bridging and voids. <br /> 2. Timing of Placement. Sealing material shall be placed in one continuous operation <br /> (or"pour") from the bottom to the top of the well or boring,unless conditions in the <br /> well or boring dictate that sealing operations be conducted in a staged manner, and <br /> prior approval is obtained from the enforcing agency. <br /> 3. Ground Water Flow. Special care shall be used to restrict the flow of ground water <br /> into a well or boring while placing sealing and fill material, if subsurface pressure <br /> producing the flow is significant. <br /> 4. Sealing Pressure. Pressure required for the placement of cement-based sealing <br /> materials shall be maintained long enough for cement-based sealing materials to <br /> properly set. <br /> 5. Verification. It shall be verified that the volume of sealing and fill material placed <br /> during destruction operations equals or exceeds the volume to be filled and sealed. <br /> This is to help determine whether the well or boring has been properly destroyed and <br /> that no jamming or bridging of the fill or scaling err?Penal has oeetarred. <br /> D. SeaIinyand R1I k1areriaIs. Materials used for sealing exploratory borings and mOni it)iing wells <br /> Shall have low permcabilitics so that [he volume of waver and passible pollutants and <br /> I cOT)tarn inarnis passing through lhcrn will be of minimal consequence. Sealing material shall be <br /> compatible with the chemical criviron men L info which ii is placed, and shall have rrmechanicai <br /> propk,r'[i" consistcnt with prc&cnt and future site uses. # <br /> Suital}lc sealing materials include neat cemelit, sand-cement, and bentunito. all of which are <br /> described in Section 9 of these standards.. Bentanite shall rLoi be uscd as a scaling; material <br /> 0ppif�iIL r.nn.tN of fra0LLred ruck, unless oIhcrwisc: approwv d by the enforcing agency. Drilling <br /> raud or drill cuuin&; ;ere nor acceptable as any part cif sealing material for well destruction. # <br /> C oncn:tC relay lac in;w as a scaling m.L[erial W [he approval of the enforcing agency. <br /> j Fill material, If any, shall meet the requirenients of Section 23 of the Wuicr 1' 01 Standards. <br /> Fill M[crial shall ba free of polls =,N and con[uminan[s and shall tiol be subject tea <br /> decomposilion or conm)]i daIion uf(cr placement, DriIIing mud or cuttings are no[ acccpt3blc: <br /> as any part of fill nimerial. <br /> i _ Add i(ion al Ruki uirements for Mori itorin g Wells and Fa€ lora toEy Morin Lis in 1)rhan Areas. The <br /> following 4ddiI ion al rgtiircrtients shut1 bc: met for d titroyiLig monitoring wells and exploratory <br /> i borings in urban arias, anle,ss otherwise approved by the enforcing agen : <br /> 1. The upper surface car the sc ling m�gierial shall end at a depth a 5 feet below ground <br /> surface; and, <br /> 2, If the well casing was not extracted during destruction and sealing operations, a hole <br /> .shall be c:x vatc d azx)und the w0l casing to a depth of 5 feet helow ground surface <br /> after sealing operations have been wmpleted and (lie sealing material hus acic-quately <br /> sei and cnzccl. Thc: cxposcd welt casing shall then he rcrnow d by cutting the casing at <br /> the Lo(toni of the eceavation. Ilie excavation shall be backfiIled with glean, native soil <br /> or other suilable material. <br /> -53- <br /> + <br />
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