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ARCHIVED REPORTS_XR0005464
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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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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ARCHIVED REPORTS_XR0005464
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Entry Properties
Last modified
11/19/2024 1:50:28 PM
Creation date
4/8/2020 2:56:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005464
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
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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1 <br /> 56 Grouting the well annulus <br /> Geoprohe Grout <br /> The placement of grout material within Machine <br /> ' the remaining well annulus provides ad- Plastic Plug (Gstoflo) <br /> chtional protection from vertical contami- — <br /> (13227) <br /> nant migration Most grout mixes are <br /> ' composed of neat cement, high-solids <br /> bentonite slurry,or a combination of ce- <br /> ment and bentonite Such mixes must 0 <br /> t be delivered with a high-pressure grout <br /> pump When stable formations exist,the <br /> well may be sealed by pouring dry granu- <br /> lar bentonite directly into the annulus <br /> from the ground surface Consult the <br /> appropriate regulatory agency to deter- <br /> mine approved grouting methods This Trem,e Tuttle <br /> ' section presents the procedure for grout- pumped (F 299) Tubing <br /> ing the well annulus with the Geoprobe <br /> Bentonite slurry 14298) <br /> Model GS500 or GS1000 Grout Ma- fills void as rods <br /> chine Refer to Figure 5 12 as needed withdrawn { <br /> 1 Mix an appropriate amount of grout High solids <br /> Bentonite slurry <br /> material and place it in the hopper of forms well seal Grout Barrier <br /> the grout machine — (20140 Grade sand or <br /> Natural Formation) <br /> NOTE It is recommended that an addi- <br /> tional 20 to 25 percent of the calculated <br /> annulus volume be added to the total <br /> grout volume This additional amount <br /> allows for grout that either remains in the <br /> grout hose or moves into the formation <br /> during pumping Including the additional <br /> ' 20 percent, it will take approximately FIGURE 511 <br /> 0 54 gallons(2,0 L)of grout for each foot Installing Bentonite Seal with <br /> of riser below ground surface Geoprobe G51000 Grout Machine <br /> ' 2 Insert tremie tube into the well annu- <br /> lus until the end of the flexible tubing <br /> reaches the top of the bentonite seal Ensure that at least 25 feet(8 m)of tubing extends from the top of <br /> ' the rod string This extra length allows rod retraction with the tubing attached to the pump <br /> 3 Attach the tubing to the grout machine and begin pumping If the bentonite seal was below the water <br /> ' table(deep well installation),water will be displaced and flow from the probe rods as the annulus is filled <br /> with grout Continue operating the pump until undiluted grout flows from the top probe rod <br /> ' 4 Reposition the probe unit and prepare to pull rods <br /> 5 Begin pulling the probe rods while continuing to pump grout Match the pulling speed to grout flow <br /> so that the rods remain filled to the ground surface This maintains hydraulic head within the probe rods <br /> and ensures that the void left by the withdrawn rods is completely filled with grout <br /> ' Standard Operating Procedure Page 19 1 0-in x 2 5-in OD Prepack Screen Monitoring Well <br />
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