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FIELD DOCUMENTS
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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19256
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2900 - Site Mitigation Program
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PR0540323
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Last modified
11/19/2024 1:56:55 PM
Creation date
4/8/2020 2:23:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0540323
PE
2950
FACILITY_ID
FA0023049
FACILITY_NAME
TELFER HIGHWAY TECHNOLOGIES
STREET_NUMBER
19256
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
19256 N HWY 99
QC Status
Approved
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EHD - Public
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Western Oil and Spreading,Acampo Plant Site <br /> Well Destruction Scope of Work <br /> The following activities will be performed to abandon the wells: <br /> Onsite Wells: MW-1,MW-2 MW-3 and MW-4 <br /> • Monitoring wells MW-1 and MW-3 will be grouted using a pressurized"Chem- <br /> Grout-Machine'with a rafted pressure of 150 pounds per square inch(psi). From <br /> the top-of-casing,a neat cement mixture will be pushed through the monitoring <br /> well screen and into the surrounding formation(approximately three well <br /> volumes). After the monitoring wells are filled with the grout mixture,the well <br /> boxes will be removed using an air-compressed jackhammer. First,a hole at least <br /> 1 foot larger in diameter than the originally drilled hole shall be excavated <br /> around the outside of the well casing to a depth of 3 feet BGS,then the well <br /> casing shall then be cut off 6 inches above the bottom of this excavation and <br /> removed. The grout used to fill the well shall be allowed to spill over into the <br /> excavation,during the sealing operation,and fill it for a thickness of 1 foot and <br /> form a"cap"that has a diameter of at least 1 foot greater than the diameter of the <br /> originally drilled hole. The hole will be covered using like material to surface <br /> grade. <br /> • Monitoring wells MW-2 and MW-4 will be overdrilled and removed using an <br /> auger drill rig equipped with 8-inch diameter hollow stem augers. This will <br /> include the removal of the PVC piping,bentonite,sand,grout,and well box. The <br /> concrete and metal will be placed in the regular trash;the remaining material <br /> will be spread on site in an area of minimal erosion activity. A neat cement grout <br /> will be used as backfill material to approximately 1 foot BGS. The hole will be <br /> covered using like material to surface grade. <br /> Offsite Wells: MW-5,MW-6 and MW-7 <br /> Monitoring wells MW-5,MW-6,and MW-7 will be grouted using a pressurized <br /> "Chem-Grout-Machine"with a rated pressure of 150 pounds per square inch <br /> (psi). From the top-of-casing,a neat cement mixture will be pushed through the <br /> monitoring well screen and into the surrounding formation(approximately three <br /> well volumes). After the monitoring wells are filled with the grout mixture,the <br /> well boxes will be removed using an air-compressed jackhammer. First,a hole at <br /> least 1 foot larger in diameter than the originally drilled hole shall be excavated <br /> around the outside of the well casing to a depth of 3 feet BGS,then the well <br /> casing shall then be cut off 6 inches above the bottom of this excavation and <br /> removed. The grout used to fill the well shall be allowed to spill over into the <br /> excavation,during the sealing operation,and fill it for a thickness of 1 foot and <br /> form a"cap"that has a diameter of at least 1 foot greater than the diameter of the <br /> originally drilled hole. The hole will be covered using like material to surface <br /> grade. <br /> \\Eureka\projects\2007\007152-WOS\CorrOut\ltr\007152-Wel]DestScopeForPermit.doc <br />
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