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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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Last modified
1/31/2020 12:23:37 PM
Creation date
1/31/2020 10:55:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Northern California Regional Officet'!K674 Christy Street, Fremont,CA 94538-3114 (41t}e 9-0404 Fax:(415)651-4677 Lic.#596545 <br /> MCt e <br /> November 1, 1990 7.W <br /> •:r� �, CUEXCEITECN <br /> NOV 5 I4Q0 <br /> San Joaquin County clVi/IRCNM[PuTAL HEALTI <br /> Public Health Services <br /> P.O. Box 2009 PERF 91Ti SERVICES <br /> Stockton, CA 95201 <br /> Attention: Ms. Laurie A. Cotulla, R.E.H.S. <br /> Program Manager <br /> Subject: Reply to Letter of October 15, 1990 Regarding Site Code: 1130 <br /> Quik Stop Market No. 132 <br /> 3555 W. Hammer Lane,Stockton, California <br /> Exceltech Project No. 349132-31 <br /> Dear Ms. Cotulla: <br /> In you letter, referenced above, you posed serval questions regarding our draft report on this site. <br /> In response to you questions, please note that this report was a preliminary draft report of an <br /> ongoing investigation. <br /> 1. Stamp and Signature of a Certified Geologist. <br /> We were requested to issues this report in a very short time frame. The report was issued as a <br /> draft report and did not go through a complete review, such reports are not normally signed. <br /> Our final report which will be issued at the completion of our investigation will be stamped and <br /> signed by a State of California Certified Engineering Geologist. <br /> 2. Perched Aquifer. <br /> The possibility of there being a perched aquifer beneath the site is just a theory. We do not <br /> have enough information at this time to make this determination and further investigation will <br /> be necessary. <br /> 3. Monitoring Well Screened Interval. <br /> After the exploratory borings were completed and monitoring well MW-1 was installed, an <br /> examination and comparison of boring logs indicated the presence of a sandy unit located <br /> beneath a silty clay which may serve as a confining layer. It was our immediate concern to <br /> determine if this sandy unit was affected by the contamination observed at shallower depths. <br /> The screened intervals of MW-2, MW-3, and MW-4 were positioned across this sand. Further <br /> investigations will include wells with the screened intervals positioned across the static water <br /> level. <br /> 4. Fecal Coliform <br /> At the time this job was planned, we were not aware of the sewer line which runs across the <br /> site. After the installation of additional monitoring wells, all wells located within 50 feet of this <br /> sewer line will be sampled and analyzed for fecal coliform. <br /> Recyclable and made from recycled paper. <br />
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