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ARCHIVED REPORTS_XR0002476
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540859
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ARCHIVED REPORTS_XR0002476
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Last modified
1/15/2020 3:49:56 PM
Creation date
1/15/2020 3:00:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002476
RECORD_ID
PR0540859
PE
2960
FACILITY_ID
FA0023361
FACILITY_NAME
PLAY N PARK (FORMER BARNES TRUCKING)
STREET_NUMBER
1817
Direction
S
STREET_NAME
FRESNO
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
1817 S FRESNO AVE
P_LOCATION
01
QC Status
Approved
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Dissolved O en DO <br /> DO is best measured with a downhole meter measuring in mg/L Some meters also read DO as a percentage of <br /> saturation at a given temperature, however, the volumetric concentration has more utility in fate and transport <br /> models Measurement of DO and Eh are both sensitive to several factors associated with field methodologies, <br /> particularly exposure to atmospheric oxygen, hence the preferred use of a downhole meter It is necessary to <br /> strictly adhere to instructions provided with a given model of instrument DO meters function by permitting a <br /> small quantity of oxygen to diffuse across a porous membrane Consequently, it is necessary to keep water moving <br /> in the vicinity of the membrane to prevent a depletion of DO immediately adjacent to the membrane This can be <br /> achieved manually, by a gentle raising and lowering of the meter in the well The membrane is delicate and must <br /> be carefully maintained <br /> A negative correlation should occur between DO concentrations and hydrocarbon concentrations Background <br /> concentrations should exceed 1 to 2 mg/L, for effective aerobic degradation DO in groundwater is derived from <br /> the atmosphere at the recharge area or the vadose zone Surface water saturated with oxygen by contact with <br /> atmospheric air will contain between approximately 7 5 mg/L at 5°C and 12 75 mg/L at 30°C,though these figures <br /> may vary somewhat depending on other chemical parameters DO concentrations in groundwater are generally <br /> less than those for surface water by an amount dependent on the quantity of oxidizable materials (e g sulfides) in <br /> contact with the groundwater, and the length of time the groundwater has been stored in the aquifer Background <br /> groundwater DO concentrations in shallow aquifers can be as high as 12 mg/L in warm conditions or as low as 1 <br /> mg/L in cool conditions (Hem, 1985) DO may be increased by local groundwater recharge (e g irrigation) <br /> Aerobic degradation typically occurs when Eh is approximately+800 mV(discussed below) <br /> Anaerobic Electron Acceptors <br /> Analysis of water samples for nitrate, dissolved iron, and/or sulfate can provide data indicative of intrinsic <br /> bioremediation The higher the background concentrations the better, unless they are so high as to create toxicity <br /> for the microbes or exceed water quality standards Depleted dissolved electron acceptor concentrations (except <br /> iron, see below)in areas of high hydrocarbon concentration are indicative of microbial degradation <br /> . Nitrate Nitrate concentrations may be derived by analyzing nitrate plus nitrite as N (EPA Method 353 2) This <br /> laboratory method calculates total nitrate, since nitrite is metastable in groundwater and seldom present in <br /> sufficient quantities to affect the ionic balance (Wiedemeier et al, 1995) The bulk of nitrates in groundwater are <br /> derived from human contamination (e g agricultural nmoff/septic systems) Background concentrations vary <br /> widely with human activity in the site vicinity, and would otherwise be commonly less than 1 mg/L <br /> Concentrations considered indicative of a significant biodegradation capacity might be those in excess of 20 mg/L <br /> Denitnfieation/nitrate reduction typically occurs when Eh is approximately+750 mV(but more than 0 mV) <br /> Iron Laboratory analysis of iron concentration may be accomplished by collecting an unfiltered groundwater <br /> sample to obtain the total iron content(precipitated and dissolved),or by passing the sample through a 0 45 micron <br /> filter immediately after collection to obtain the dissolved iron concentration Iron in groundwater is derived <br /> primarily from soil nunerals Dissolved iron concentrations are very sensitive to changes in pH and Eh Free <br /> dissolved ferric iron can only exist stably under extremely acidic conditions (pH<2) (Hem, 1985) Ferric iron <br /> reduction to ferrous iron occurs at intermediate Eh values Under aerobic, moderately acidic or alkaline <br /> conditions, dissolved iron is typically present as a hydroxide, the ferric species is ferric orthohydroxide <br /> (Wiedemeier et al, 1995) Dissolved ferric iron is usually rapidly reprecipitated as a sulfide, oxide or hydroxide <br /> Since microbes utilize insoluble sedimentary ferric iron oxides as their energy source, producing more soluble <br /> ferrous iron, an increase in total dissolved iron is indicative of microbial hydrocarbon degradation <br /> The solubility of ferrous iron is significantly reduced by the presence of sulfides, the end-product of sulfate <br /> reduction (Barker et al, 1995) Analytical results of dissolved ferrous iron concentration will likely give an <br /> underestimate, since it is not based on the actual amount of ferric hydroxide (the electron acceptor) present in the <br /> aquifer,but the amount of reduced ferrous iron (the end-product) remaining in solution at the time of sampling <br /> Typical background concentrations of total dissolved iron in groundwater are below 1 0 mg/L Results in excess of <br /> 10 mg/L indicate iron-reducing conditions (Cookson, 1995)which may have resulted from anaerobic hydrocarbon <br /> degradation High dissolved iron concentrations may also indicate the presence of very fine particulates, low pH, <br /> or high organic content High organic content induces stability of soluble iron complexes (Hem, 1985) <br /> CLEARWATER GRouP(NATURAL A7TENuA-noN) 4 revised October 3,2002 <br />
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