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2900 - Site Mitigation Program
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PR0505768
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/25/2020 9:40:24 AM
Creation date
5/13/2020 2:04:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505768
PE
2960
FACILITY_ID
FA0006988
FACILITY_NAME
ALDEN PARK CHEVRON
STREET_NUMBER
500
Direction
N
STREET_NAME
SEQUOIA
STREET_TYPE
AVE
City
TRACY
Zip
95376
APN
23416001
CURRENT_STATUS
01
SITE_LOCATION
500 N SEQUOIA AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Pagel of3 <br /> Mike Infurna [EH] <br /> From: Mike Infurna[EH] <br /> Sent: Monday,April 10, 2006 12:41 PM <br /> To: 'MICHAEL.E.JENKINS@saic.com' <br /> Subject: RE: Alden Park Well Abandonment <br /> First, I'll need latest gw data and the last soil data for wells proposd to be <br /> destroyed.( I relaize the soil data may be decades old, but if the soil WAS <br /> contaminated then, what makes you think it's clean now?. <br /> as for your argument about hazardous physical conditions for overboring, pressure <br /> grouting requires a BIGGER hole than the typical over bore hole...i.e:, overbore <br /> hole is size of original borehole, typically 8" diameter for a 2" mw...A pressure <br /> grout hole is 12" larger than original borehole, (12" + 8" = 20") ..and this <br /> pressure grout hole is 36" deep. <br /> if you can support not comtaminated for the wells both soil and ground water, <br /> pressure grouting can be approved. But you should know, my 17 years experience <br /> with pp vs o/bore has shown the labor costs to properly dig the pressure grout <br /> larger hole way exceeds the o/bore procedures. I know of only ONE C-57 <br /> contractor, Woodward, that has adequately provided an alternative to the digging <br /> and labor expense and time needed to prep for pressure grout. Others have taken <br /> hours to dig out the hole to meet SIC standards. <br /> As a helpful option here, and a slight push for o/bore, most shallow 2" mw's have <br /> been known to 'popsicle' out once the surface seal is loosened/broken. The casing <br /> then can be pulled up 3-6" to prove it's loose. Once loose, the bottom cap can <br /> be popped off with internal rods dropped down from the rig tower.. the PVC casing <br /> now becomes a 'tremie' tube and the thin grout can be added down it. The casing <br /> can then be pulled out, the filter pack collapses and mixes with the grout making <br /> an 'approved' sand-slurry, effectively "removing the contents" and meeting o/bore <br /> requirements, all in an —8" hole. The hole is topped off to match the surface and <br /> the well is properly destroyed...NO augers hooked up, no drilling, no digging...no <br /> pressure and no big hole needed.... <br /> once I have the data to support contam vs clean, and it's clean..you can choose <br /> your method. <br /> -----Original Message----- <br /> From: MICHAEL.E.JENKINS@saic.com [mailto:MICHAEL.E.JENKINS@saic.com] <br /> Sent: Monday, April 10, 2006 12:20 PM <br /> To: Mike Infurna [EH] <br /> Subject: RE: Alden Park Well Abandonment <br /> Mr. Infurna- <br /> 4/19/2006 <br />
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