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2900 - Site Mitigation Program
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PR0544501
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/10/2020 9:09:16 PM
Creation date
2/10/2020 3:21:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544501
PE
2954
FACILITY_ID
FA0014311
FACILITY_NAME
TRACY DEFENSE DEPOT
STREET_NUMBER
26500
Direction
S
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
SEE COMMENTS
CURRENT_STATUS
02
SITE_LOCATION
26500 S CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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7uJOuo_. J" 1„uli-.Jl <br /> 4.3.2.3.5 Davis and De Wiest (1966) list water with greater than <br /> 500 mg/l of bicarbonate alkalinity as being poor quality water for <br /> irrigation. As shown in Table 4.3-2, the bicarbonate concentrations range <br /> between 144 and 290 mg/1 , indicating that bicarbonate alkalinity would not <br /> be a significant factor to impair irrigation water use. <br /> 4.3.2.3.6 One further measure of the suitability of groundwater for <br /> irrigation is the sodium adsorption ratio (SAR) . Using the results of the <br /> three groundwater samples, the adjusted SAR (Rhodes 1972) was calculated. <br /> These SAR results are 4.3 for groundwater from Well LM 60, 4.5 for LM 56, <br /> and 6.1 for groundwater from LM 72. All three values fall within the "low" <br /> category indicating that, with regard to the SAR, the groundwater can be <br /> used with little danger. <br /> 4.3.2.3.7 In summary, while alkalinity and SAR do not appear to be of <br /> concern, the concentrations of boron and salinity may limit the use of <br /> groundwater from the Upper Tulare HSU north of the Depot for irrigation <br /> purposes. <br /> 4.3.3 Private Well Sampling <br /> 4.3.3.1 As discussed in Section 2.5.2, 15 private groundwater wells were <br /> sampled within a 1-mile radius of the Depot. Of these 15 locations, nine <br /> wells are considered to be either upgradient or cross-gradient of the <br /> site. The chemical results of groundwater from these nine wells were used <br /> to further characterize the range of natural groundwater quality (see <br /> Section 4.3. 1 for discussion) . The remaining six wells (LM 1, 6, 7, 11, <br /> 12, 13) shown on Figure 2.6-1 are located generally north or northeast and <br /> generally downgradient of the facility. The analytical results of all <br /> 15 private wells samples for both the organic and inorganic parameters <br /> tested are summarized in Tables 4.0-22 and 4.0-23. The laboratory data <br /> sheets of the sampling can be found in Draft Letter Report, Task 8 -- <br /> Sampling and Analysis of Private Wells, Defense Depot Tracy, California, <br /> dated March 19, 1987. <br /> 4-165 <br />
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