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SITE INFORMATION AND CORRESPONDENCE CASE 2
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0523856
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SITE INFORMATION AND CORRESPONDENCE CASE 2
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Last modified
9/16/2019 3:18:01 PM
Creation date
9/16/2019 3:04:03 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 2
RECORD_ID
PR0523856
PE
2965
FACILITY_ID
FA0016065
FACILITY_NAME
OAKWOOD SHORES
STREET_NUMBER
1699
STREET_NAME
BELLA LAGO
STREET_TYPE
WAY
City
MANTECA
Zip
95337
APN
24152013
CURRENT_STATUS
01
SITE_LOCATION
1699 BELLA LAGO WAY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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13.12. SEALING THE UPPER ANNULAR SPACE <br /> 13.12.1. The annular spacf ill be sealed from the top of the filter pac} r the bentonite <br /> transition seal (rei_ .o Section 13.11), to the ground surface. <br /> 13.12.2. The annular seal shall be a minimum of 2 inches in radial thickness. <br /> 13.12.3. Sealing material shall be selected based on required structural, handling, and sealing <br /> properties, and the chemical environment into which it is placed. Sealing material <br /> shall consist of neat cement, bentonite neat cement grout, or bentonite clay. <br /> 13.12.4. Drilling fluid or cuttings from drilling the borehole shall not be used in the sealing <br /> material. <br /> 13.12.5. Neat cement grout shall be mixed at a ratio of one 94-pound sack of Portland cement <br /> to 5-10 gallons of potable water. <br /> 13.12.6. Cement-bentonite grout shall contain not more than 3-5% bentonite. <br /> 13.12.7. Neat cement and cement-bentonite grouts shall be thoroughly mixed. <br /> 13.12.8. Water used for sealing mixtures shall be potable. <br /> 13.12.9. All bentonite used must be NSF approved or equivalent type designed by the <br /> manufacturer for the intended usage. <br /> 13.12.10. All equipment used in the construction of the well and placement of the annular space <br /> seal shall be free of debris and/or contamination. <br /> 13.17. REQUIREN�TS FOR DESTROYING MONITORING WELLS AND EXPLORATION HOLES <br /> 13.17.1. A monitoring well shall be investigated to determine its condition and details or its <br /> construction prior to its destruction. <br /> 13.17.2. The well shall be sounded immediately before it is destroyed to determine whether <br /> there are obstructions that will interfere with filling and sealing. <br /> 13.17.3. Any obstructions found in the well or boring shall be removed before filling and <br /> sealing operations begin. _ <br /> 13.17.4. If the well was constructed and maintained in accordance with these Standards, the <br /> sealing material shall be placed under pressure to ensure that the monitoring well is <br /> properly filled and sealed. <br /> 13.17.5. Casing material may require perforation, or puncturing, to allow for proper <br /> placement of sealing materials. <br /> 13.17.6. If the well construction is unknown and/or is located in an area of known or <br /> suspected pollution or contamination, the well shall be destroyed by removing all <br /> _material within,the odginal borehole.(including-the well casing, screen, filter pack, <br /> and annular seal); and the created hole filled completely with appropriate sealing <br /> material. <br /> 13.17.7. Exploratory borings, installed for sampling purposes, shall be completely grouted <br /> with appropriate sealing material. The top 3 feet of the boring may be backfilled <br /> with clean, uncontaminated fill material. <br /> 13.17.8. The well or exploratory boring shall be filled by use of a tremie pipe or equivalent, <br /> proceeding upward from the bottom of the well or boring. Any deviation from this <br /> method must be approved by the Director. <br /> 13.17.9. Sealing materials shall be placed in one continuous operation unless conditions in the <br /> well or boring dictate that sealing operations be conducted in a staged mariner and <br /> prior approval is obtained from the Director. <br /> 13.17.10. Pressure required for the placement of sealing material shall be maintained long <br /> enough for sealing materials to properly set. <br /> 13.17.11. Verification shall be made to determine that an adequate seal has been installed by <br /> a EHD representative. <br /> 13.17.12. If the well casing was left in place during sealing operations, a hole at least one foot <br /> larger in diameter than the originally drilled hole shall be excavated around the <br /> outside of the well casing to a depth of 3 feet below the ground surface, and the well <br /> casing shall then be cut off 6 inches above the bottom of this excavation and <br /> removed. <br /> 13.17.13. The grout used to fill the well shall be allowed to spill over into the excavation, <br /> during the sealing operation, and fill it for a thickness of one foot and form. a "cap" <br /> which has a diameter of at least one foot greater than the diameter of the originally <br /> drilled hole. <br /> 13.17.14. After the sealing operation and the sealing material has set, the excavation shall be <br /> filled with clean soil. <br /> 13.17.15. Any deviation from this section must obtain prior approval from the Director. <br />
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