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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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installed by gravity through the rod and PVC pipe annulus, forms a bamer above the prepacked screen <br /> (Fig 2 2) This sand or natural formation bamer prevents bentonite grout from penetrating into the <br /> ' screened interval Granular bentonite or bentonite slurry is then installed in the annulus to form a well <br /> seal A high-pressure grout pump (Geoprobe Model GS 1000 or GS500) maybe used to pump high- <br /> solids bentonite slung or neat cement grout to fill the well annulus as the probe rod's are retracted(Fig <br /> 2 3) The grout mixture must be pumped from the bottom up to accomplish a tight seat and to meet <br /> regulatory requirements <br /> In certain formation conditions, the prepacked screens may bind inside the probe rods as the rods are <br /> tretracted This is most common in sandy formations that produce conditions sometimes referred to as <br /> ' Flush Mount <br /> Well Cover Concrete Pad <br /> Thickness :4 0 in <br /> ' J Plug PVC Pipe <br /> (Locking Plug) 2 0 in Sch 40 <br /> Plastic Plug 24-[n length <br /> ' (13227) <br /> PVC Riser <br /> 1 0-in Sch 40 <br /> 5-ft lengths <br /> (12876) <br /> High Solids Bentonite Slurry <br /> or Neat Cement Grout <br /> ' Bentonite Well Seat <br /> Thickness >2 feet <br /> Grout Barrier <br /> (20140 Sand or Collapsed <br /> !Natural Formation) <br /> Thickness >2 feet above top <br /> of screens <br /> 1 0-in Pipe x 2 5-in OD <br /> Prepack Well Screen <br /> PVC Bottom Plug <br /> (12881) <br /> Expendabte Pant 3 6 in OD <br /> (AT3215) <br /> FIGURE 2 2 <br /> Installed Geoprobe 1 0-in x 2 5-[n OD Prepack Screen Monitoring Well <br /> ' Standard Operating Procedure Page 4 1 0-in x 2 5-in OD Prepack Screen Monitoring Well <br />
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