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ARCHIVED REPORTS_XR0005448
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_XR0005448
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Entry Properties
Last modified
11/19/2024 1:50:27 PM
Creation date
4/8/2020 2:37:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005448
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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lene tubing Simply insert the poly <br /> tubing down the well annulus until the <br /> ' sand bridge is contacted Attach the Plastic Plug <br /> tubing to the grout machine and pump (13227) <br /> up to one gallon of clean water while <br /> moving the tubing up and down The <br /> jetting action of the water will loosen <br /> and remove the sand bridge Check r- 20140 Grade <br /> the annulus depth again The distanceIdislodge <br /> } (AT95) <br /> should be 2 to 3 feet (0,6 to 0,9 m) <br /> less than the riser length Proceed <br /> with Section 5 5 } <br /> ' 55 Bentonite Seal Above Screen <br /> 1 Bentonite is an expanding clay whichexhibits very low permeability When <br /> properly placed,bentonite prevents con- <br /> taminants from moving into the well <br /> screens from above the des <br /> ired monitor- <br /> ing interval The seal is formed either <br /> by pouring granular bentonite into the — Probe Rost string <br /> ' annulus from the ground surface, or by Void space withdrawn 3 R above <br /> r screen <br /> injecting a high-solids bentonite slurry resulting from ) <br /> directly above the grout barrier The use stable formation <br /> (Must fill with Sand placed above <br /> of granular bentonite is limited to cases sand from screen to provide <br /> in which the top of the screen ends above surface) grout barrier <br /> the water table(no water is present in the <br /> ' probe rods) Whichever method is used, <br /> at least 2 feet(0,6 m)of bentonite must <br /> be placed above the sand pack <br /> 1 Stably Formation Granular bento- <br /> nite is recommended if the following <br /> conditions are met <br /> • Top of screen interval is above the FIGURE 5 10 <br /> water table Installing Grout Barrier from Ground Surface <br /> Formation remained open when with 20140 Grade Sand <br /> probe rods were retracted <br /> • Bridging was not encountered while <br /> installing sand for the grout barrier in Section 5 4 <br /> a) Withdraw the probe rod string another 3 to 4 feet(0,9 to l m)and ensure that the PVC riser does <br /> not lift with the rods It is important that the bottom of the rod string is above the proposed seal <br /> interval if positioned too low,dry bentonite will backup into the expendable point holder Bridging <br /> then results if moisture is present inside the probe rods <br /> b) Pour bentonite between the probe rods and PVC riser as was done with the sand in Section 5 4 To <br /> ' properly hydrate the granular bentonite,it is necessary to pen odically add water through a tremie tube <br /> while installing the bentonite To accomplish this, repeat adding six inches of granular bentonite <br /> ' Standard Operating Procedure Page 17 1 0-in x 2 5 in OD Prepack Screen Monitoring Well <br /> FIGURE 4 6 <br /> Screen Deployment Using a Casing Pull Kit <br />
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