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2900 - Site Mitigation Program
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PR0523929
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/30/2019 10:47:55 AM
Creation date
5/30/2019 10:22:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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•k Page 1 of 2 <br /> Mike Infurna [EH] <br /> From: Mike Infurna [EH] <br /> Sent: Tuesday, August 03, 2010 8:21 AM <br /> To: Tac Crawford'; Matthew Swanson <br /> Subject: RE: RD-17-Well Modification Detail <br /> Gentlemen, <br /> Murphy's Law....almost. <br /> work looks like it'll be NEXT week, as in week of Aug 9 and probably actually on Aug 10 and <br /> NOT this week. <br /> I got a chance to go by the well head yesterday. pretty much all done. a wooden pallet and safety cones <br /> mark the well head. there's a 36-inch diameter concrete conduit sitting vertical around the well head and <br /> up to 6" above ground. all the inside is clear to original surface. <br /> the traffic box is off and lying next to the well head in good condition, as in reusable. A 10'piece of 4" <br /> PVC is slip-fitted onto the well casing and extending upward to about 5' above ground with the original <br /> casing cap on it. it appears the fonner ground surface is cleared around the original well grout that is <br /> above that soil by 8-10 inches. the PVC coupling looks like it too is adequately up/above the former <br /> grout and ground surface. I'm ok with the minimum clearances being met. <br /> looks like all the 'destruction/construction'work is done. I see no need to jackhammer anything more. I <br /> recommend a NEW, clean PVC 4" casing replace the construction grade one on there now. and a new <br /> slip coupling too be added. <br /> so, I'll accept the 36" concrete conduit for the formerly approved 12" sonotube. and the formerly <br /> approved 2' X 2' X 4" thick pedestal will need to be expanded to cover the 36" diameter. I recommend a <br /> 4' x 4' x 6" thick form..maybe an 8" will be needed to cover the top of the conduit ?. the form for this <br /> pedestal is to be installed around the top of the conduit BEFORE any grout is installed so that the grout <br /> added inside it will be allowed to flow out and over filling the pedestal form...a monolithic pour. the <br /> original traffic box can then be inserted into the hardening 10.3 mix of grout. (2 parts sand by weight to <br /> 1 part Portland cement weight and 5- 7 gallons potable water). Allow an adequate set time and the form <br /> can be removed. I would have liked the conduit FLUSH with the surface, but it appears the City had an <br /> input and the contractor had to set it up a bit. Their City...their rules and 'trip' liability. <br /> looks like with new PVC and coupling, a pedestal form and a grout mix, this can be done... <br /> questions??? <br /> From: Zac Crawford [mailto:zcrawford@engeo.com] <br /> Sent: Monday, August 02, 2010 6:34 PM <br /> To: Matthew Swanson; Mike Infurna [EH] <br /> Subject: Re: RD-17 -Well Modification Detail <br /> It had to happen this way Mike. They wait 9 months and then start while I'm on vacation. Please let me <br /> know if there is any way I can help remotely. <br /> 8/5/2010 <br />
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