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2900 - Site Mitigation Program
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PR0523363
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2020 8:22:27 PM
Creation date
2/5/2020 4:29:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523363
PE
2965
FACILITY_ID
FA0015787
FACILITY_NAME
SIERRA HILLS PACKING
STREET_NUMBER
4505
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08917052
CURRENT_STATUS
01
SITE_LOCATION
4505 4799 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' • GEOTECHNICAL <br /> NEIL O. ANDERSON ENVIRONMENTAL <br /> �( <br /> PM <br /> AN D ASSOCIATES INSPECTIONS 6 TESTING <br /> 2005 NAR -7((]] PM 12: 11 LABORATORY SERVICES <br /> POOL ENGINEERING <br /> SAN JO AOUiN CpUPdTy POST TENSION DESIGN <br /> ENVIRONMENTAL <br /> HEALTH DEPARTMENT <br /> March 3, 2005 <br /> Mr. Tim O'Brien <br /> Central Valley Regional Water Quality Control Board <br /> 11020 Sun Center Drive#200 <br /> Rancho Cordova, California 95679-6114 <br /> RE: Response to Comments Dated Feb. 16, 2005 <br /> Regarding Replacement of MW-3 <br /> Chinchiolo Stemilt California, L.L.C. <br /> Dear Mr. O'Brien, <br /> Neil O. Anderson and Associates, Inc. (NOA) has today received your 16 February 2005 <br /> comments regarding replacement of MW-3 at the referenced facility. Our letter requesting <br /> well replacement was sent to you immediately after submittal of the "Monitoring Well <br /> Construction Report" (MWCR), however it is obvious from your comments that the <br /> information in the MWCR was not available to you during your review of our request for well <br /> replacement. I apologize for the oversight. <br /> In response to your 16 February 2005 comments, I offer the following responses: <br /> (1) The copy of the well construction log for MW-3 is attached. Please reference the <br /> MWCR for any other information you may need for that well. <br /> (2) The proposed method used to remove sediment from the base of MW-3 consists of <br /> inserting a tremie pipe to the base of the well and pumping potable water through the <br /> tremie pipe such that sediment will be `jetted' or `washed' out of the well. The well is <br /> very low yield, so addition of water will be necessary. A submersible pump may also <br /> be used to remove muddy water if appropriate. The tremie pipe will be progressively <br /> lowered as sediment is removed. <br /> (3) A "neat bentonite" is not proposed as well grout for MW-3. A "neat bentonite grout" is <br /> proposed for abandonment of MW-3. The "neat bentonite grout" consists of Portland <br /> cement mixed with 5 to 10 gallons of potable water for each 94 lbs bag of cement, and <br /> up to 5% by weight of bentonite is added to the mixture and thoroughly hydrated in <br /> order to control shrinkage in the cement grout. <br /> (4) Well MW-3 was professionally surveyed for horizontal location and vertical elevation <br /> after installation. The summary table showing well elevations and location included in <br /> LODI • SACRAMENTO • MODESTO <br /> ENVIRONMENTAL DIVISION 902 Industrial Way•Lodi,California 95240-209.367.3701 •FAX 209.369.4228•www.noanderson.com <br />
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