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2900 - Site Mitigation Program
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Last modified
1/31/2020 5:13:09 PM
Creation date
1/31/2020 3:55:30 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REPORTS
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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• <br /> • <br /> • <br /> • SECTION 5.0 RESULTS <br /> • <br /> • grove.The ammonia concentration at piezometer TG-2 has decreased from a maximum of <br /> • 83 mg/L in 1999 to 17 mg/L in August 2011. <br /> • Ammonia was detected at concentrations ranging from 0.074 to 22 mg/L at the remaining <br /> • locations.Time-series concentration plots and regression analyses of ammonia concen- <br /> trations for monitoring wells KP-2,KP-3,and KP-4 and piezometers TG-2 and TG-4 are <br /> • shown with groundwater elevations on Figure 5-8.The regression analyses for monitoring <br /> • wells KP-2 and KP-4 and piezometers TG-2 and TG-4 indicate that the trend of ammonia <br /> • concentrations is gradually decreasing.The regression analysis for Monitoring Well KP-3 <br /> indicates that the trend of ammonia concentrations is gradually increasing. <br /> • The Mann-Kendall statistical trend test was used to verify trends indicated by the regression <br /> • analyses on Figure 54.Using groundwater data collected from 2000 through 2011,the <br /> • Mann-Kendall test concluded that there is a statistically significant downward trend in <br /> • ammonia concentrations in piezometers TG-2 and TG-4,and a statistically significant <br /> upward trend in monitoring well KP-4 and piezometer TG-3.The significance level used <br /> • was 0.05.The calculated probabilities of a downward trend were 100 percent and <br /> . 99.4 percent for piezometers TG-2 and TG-4,respectively.The calculated probabilities of <br /> an upward trend for monitoring well KP-4 and piezometer TG-3 were 96.8 percent and <br /> • 97.1 percent,respectively.The Mann-Kendall test results for data collected from 2000 <br /> • through 2011 indicate that there is not enough evidence to support a statistically significant <br /> trend in monitoring wells KP-2(93.6 percent probability of a decreasing trend) and KP-3 <br /> • (91.3 percent probability of an increasing trend). <br /> • Ammonia concentrations in grab groundwater samples collected in the former bagging <br /> • plant area are presented on Figure 5-5 and in Table 5-2. Concentrations of ammonia ranged <br /> • from 0.034 to 83.8 mg/L in grab groundwater samples.The highest concentration of <br /> ammonia in groundwater(83.8 mg/L)was collected from sample location K11-06.The next <br /> • highest concentration of ammonia in groundwater was 9.65 mg/L,from location K11-02. <br /> • <br /> • 5.2 Soil Sampling Results <br /> 5.2A Ten-year Soil Sampling Results <br /> • The results of soil sampling performed in 2000(baseline),2006 (5-year),and 2011 (10-year) <br /> are presented in Table 5-3.The soil sampling locations for the Ten-year Evaluation(1K <br /> • through 7K) are presented on Figures 4-1 through 4-4. <br /> Original Test Grove and Turnaround Area <br /> • Soil sampling area 2K in the turnaround area and soil sampling area 6K in the original test <br /> • grove are shown on Figure 4-1.At soil sampling area 2K in the turnaround area,nitrate <br /> • concentrations range from 0.53 J to 15.3 mg/kg.These results indicate that concentrations <br /> have stabilized compared to the baseline concentrations in 2000 (763 to 966 mg/kg) and the <br /> • 5-year concentrations in 2006 (6.4 to 41 mg/kg).Soil sampling at soil sampling area 6K was <br /> • not initiated until 2006;however,concentrations of nitrate-N decreased in the 0 to 2 and 2 to <br /> • 4 feet bgs sample intervals between 2006 and 2011.Nitrate-N concentrations increased in the <br /> 4 to 6 feet bgs sample interval between 2006 and 2011 (111 to 201 mg/kg,respectively). <br /> • <br /> • <br /> • R00/112370001(CPH5003.00M 5.7 <br /> esoersnazroavoo <br /> • <br /> • <br /> - <br />
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