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2900 - Site Mitigation Program
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PR0505804
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Last modified
1/31/2020 5:47:42 PM
Creation date
1/31/2020 4:02:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505804
PE
2960
FACILITY_ID
FA0007013
FACILITY_NAME
KOPPEL STOCKTON TERMINAL
STREET_NUMBER
2025
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
2025 W HAZELTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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0 41 <br /> 3.0 Monitoring <br /> 3.1 Groundwater Monitoring <br /> Groundwater monitoring at the Koppel Stockton Terminal historically has consisted of <br /> quarterly sampling at four onsite monitoring wells and semi-annual sampling of three test <br /> grove piezometers.In June and July of 1999,eight additional monitoring wells were <br /> installed. Sampling of these new wells began in the second quarter of 1999. Constituents <br /> analyzed for include total dissolved solids (TDS),nitrate/nitrite-N,ammonia-N,and Total <br /> Kjeldahl Nitrogen(TKN) Field parameters measured include pH, dissolved oxygen(DO), <br /> and redox potential. <br /> To facilitate the monitoring of groundwater near the poplar groves,it is recommended that <br /> two new piezometers be installed at the locations shown on Figures 3 and 4. The first pie- <br /> zometer is proposed south of the Stormwater Pond area and the second piezometer is pro- <br /> posed along Hazleton Avenue,south of the former bagging area. A schematic diagram of <br /> the proposed piezometer construction is shown on Figure 7. Sampling of the proposed pie- <br /> zometers is discussed below. <br /> As discussed in the 1999 Annual Groundwater Monitoring Report (CH2M HILL,2000b)up to <br /> fourteen quarters of water quality data have been collected from monitoring wells at the <br /> Stockton Koppel Terminal.Trends established for historic wells generally show stable or <br /> decreasing constituent levels over time. <br /> The approach for groundwater monitoring for this remedial action is similar to that pro- <br /> posed in the 1999 Annual Groundwater Monitoring Report and is summarized in Table 2.It is <br /> recommended that historic wells KP-1R,KP-2,KP-3,and KP-4 be sampled annually;new <br /> wells KP-5S,KP-5D,and KP-6D be sampled quarterly through the year 2000 and semi- <br /> annually thereafter;offsite new wells KP-7S,KP-7D,KP-8S,KP-9S,and KP-BG1 be tested <br /> semi-annually starting with the second quarter sampling for 2000;and that test grove piezo- <br /> meters continue to be sampled semi-annually. The two piezometers installed as part of this <br /> remedial action would also be sampled semi-annually. This sampling schedule would pro- <br /> vide five to ten rounds of groundwater data for the 5-year review of this remedial action. <br /> Reporting is discussed in more detail in Section 4.The 5-year review will also include an <br /> evaluation of sampling frequency. <br /> Also proposed in the 1999 Annual Groundwater Monitoring Report is a revision to the list of <br /> sampling constituents.It is recommended that the constituent list be reduced to sampling <br /> for nitrate and ammonia only. Measurements for TDS can be inferred from the conductivity <br /> data collected during sampling and TKN would only be detected in those wells that have <br /> historically shown concentrations of ammonia. The TKN results have shown that most of <br /> the TKN is in the ammonia form and not the organic form of nitrogen. Therefore,it is pro- <br /> posed that TKN be removed from the constituent list. <br /> Lastly, the Monitoring Report recommends that groundwater measurements be reduced <br /> from quarterly to semi-annually to coincide with the groundwater monitoring. <br /> RDDI003676317.DOO(OAH716.DOO) 12 <br />
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