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3500 - Local Oversight Program
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PR0544482
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/20/2019 4:32:17 PM
Creation date
5/20/2019 3:51:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544482
PE
3528
FACILITY_ID
FA0000556
FACILITY_NAME
CHEROKEE LANE SERVICE STATION*
STREET_NUMBER
900
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04742007
CURRENT_STATUS
02
SITE_LOCATION
900 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Mr. Jim Thompson <br /> April 21 , 1986 <br /> Page Two <br /> We recommend that monitor wells number 11 , 12, 13,8 and "1 <br /> redrill" be plugged and abandoned in such a way that the gravel <br /> pack through the barrier zone be removed and cemented to <br /> reestablish the natural seal through that zone. It is unclear how <br /> the original number 1 monitor well was plugged. The chances are <br /> very good that the gravel pack in that well is still open through <br /> the barrier zone and that remedial work will have to be done on <br /> that well also. All other wells should be developed to the extent <br /> possible considering their construction. Then and only then can <br /> accurate water level data and water quality samples be collected. <br /> The monitor wells should also be surveyed so that ground water <br /> gradients can be determined and also the direction of slope on <br /> the top of the barrier zone. <br /> At this time we recommend that only monitor wells number 8 <br /> and number "l redrill" be replaced with properly designed, single <br /> zone completion monitor wells . Monitor well number 8 should be <br /> replaced because it is the only well to ever have floating <br /> product found in it. The reason for this is probably because the <br /> well was not drilled deep enough to establish a good drain into <br /> the lower water bearing formation. Also on the day it was <br /> electric logged there was 7 feet of fill in the bottom of the <br /> screen. Since the fill has migrated from the formation through <br /> the gravel pack to get inside the well screen, the chances are <br /> very high that the same fine grained fill has plugged the gravel <br /> pack in the bottom 7 feet of the well . The shallow depth of the <br /> well and the plugging in the bottom would combine to trap any <br /> hydrocarbon draining down from the perched zone and keep it in <br /> the well. Monitor well number 1 redrill should be replaced since <br /> it is the only deep well in that area of the site and is also <br /> nearest to the buried tanks. <br /> We propose chemical analyses be run on water samples from <br /> the upgraded monitor well network for Total Organic Carbon (TOC) , <br /> pH, Conductivity, Benzene, Toluene, Xylenes and Ethyl Benzene <br /> (Aromatics will be tested by GCMS) . At this time we plan on two <br /> sampling events about a month apart during which we will also <br /> take water levels to the nearest 1/100th of a foot and measure <br /> product thickness, if any. <br /> After the above tasks have been completed, a Groundwater <br /> Assessment Plan will be prepared which will also address, if <br /> necessary, the type of remedial action best suited to the site. <br /> This plan will be certified by a professional geologist and a <br /> California registered professional engineer. <br /> GMS & ASSOCIATES <br />
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