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ARCHIVED REPORTS_2017_5
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ARCHIVED REPORTS_2017_5
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Last modified
7/18/2020 1:44:04 PM
Creation date
7/3/2020 10:59:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2017_5
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2017_5.tif
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EHD - Public
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TABLE 1 <br />AIR STRIPPER TOWER INFLUENT/EFFLUENT SAMPLE RESULTS AND FLOW RATES <br />FORWARD LANDFILL GROUNDWATER TREATMENT FACILITY <br />Notes: ND- Not Detected above method detection limit (MDL) j - Measured value is an estimated trace value between the MDL and PQL. <br />NA - Not analyzed/Not applicable ° - Results reported in DR& unless noted in mg/L. <br />VOCs - Volatile Organic Compounds TDS - Total Dissolved Solids <br />Influent <br />Effluent <br />Sample Date <br />Laboratory Analytical Results <br />Field Mesurements <br />Laboratory Analytical Results <br />Field Mesurements <br />GTF <br />Totalizer <br />Total Gallons <br />Average Gallons <br />Reading <br />perday(GPD( <br />Analyte <br />Results (pg/II <br />Analyte <br />Results <br />Analyte <br />Results (poll ° <br />Analyte <br />Results <br />5/30/2017 <br />NA <br />NA <br />pH <br />8.11 <br />No VOCs Detected <br />pH <br />8.68 <br />325,893,100 <br />5,454,200 <br />170,444 <br />Specific Conductance <br />555 pmhos/cm <br />Specific Conductance <br />550 µmhos/cm <br />TDS <br />377 mg/L <br />TDS <br />375 mg/L <br />Turbidity <br />1 NTLI <br />Turbidity <br />1 NTU <br />6/22/2017 <br />NA <br />NA <br />pH <br />7.54 <br />cis-1,2-Dichloroethene <br />0.77 <br />pH <br />8.00 <br />330,396,300 <br />4,503,200 <br />195,791 <br />Specific Conductance <br />650 pmhos/cm <br />Tetrachloroethene <br />0.68 <br />Specific Conductance <br />653 µmhos/cm <br />TDS <br />456 mg/l. <br />Trichloroethene <br />0.40j <br />TDS <br />456 mg/L <br />Turbidity <br />3 NTU <br />Turbidity <br />3 NTU <br />7/25/2017 <br />NA <br />NA <br />pH <br />7.81 <br />1,4 -Dichlorobenzene <br />0.11j <br />pH <br />7.79 <br />338,264,600 <br />7,868,300 <br />238,433 <br />Specific Conductance <br />663 pmhos/cm <br />1,1-Dichloroethane <br />0.19j <br />Specific Conductance <br />665 pmhos/cm <br />TDS <br />461 mg/L <br />cis-1,2-Dichloroethene <br />0.64 <br />TDS <br />462 mg/L <br />Turbidity <br />2 NTU <br />Tetrachloroethene <br />0.54 <br />Turbidity <br />2 NTU <br />Trichloroethene <br />0.27j <br />8/31/2017 <br />NA <br />NA <br />pH <br />8.06 <br />1,4 -Dichlorobenzene <br />0.14j <br />pH <br />8.02 <br />345,100,700 <br />6,836,100 <br />184,759 <br />Specific Conductance <br />524 pmhos/cm <br />1,1-Dichloroethane <br />0.13j <br />Specific Conductance <br />534 pmhos/cm <br />TOS <br />352 mg/L <br />cis-1,2-Dichloroethene <br />0.70 <br />TDS <br />359 mg/L <br />Turbidity <br />5 NTU <br />Tetrachloroethene <br />0.30j <br />Turbidity <br />4 NTU <br />Trichloroethene <br />0.23j <br />9/27/2017 <br />NA <br />NA <br />pH <br />6.94 <br />Effluent sample collected on 9/13/17 <br />pH <br />7.34 <br />352,293,800 <br />7,193,100 <br />266,411 <br />Chlorobenzene <br />0.14j <br />Specific Conductance <br />582 pmhos/cm <br />Specific Conductance <br />584 pmhos/cm <br />TDS <br />403 mg/L <br />1,4 -Dichlorobenzene <br />0.23j <br />TDS <br />404 mg/L <br />Turbidity <br />2 NTU <br />1,1-Dichloroethane <br />0.29j <br />Turbidity <br />1 NTU <br />cis-1,2-Dichloroethene <br />1.3 <br />Tetrachloroethene <br />0.70 <br />Trichloroethene <br />0.49j <br />Notes: ND- Not Detected above method detection limit (MDL) j - Measured value is an estimated trace value between the MDL and PQL. <br />NA - Not analyzed/Not applicable ° - Results reported in DR& unless noted in mg/L. <br />VOCs - Volatile Organic Compounds TDS - Total Dissolved Solids <br />
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