Effluent Quality Assessment
River Oaks AWWTP Hillsborough County NPDES #FL0027821 Sampled January 26, 2009
June 2009 (Resubmitted with corrected tables March 2011)
Biology Section Bureau of Laboratories Division of Environmental Assessment and Restoration Quality Manual No. 870346G NELAC Certification No. E31780
River Oaks AWWTP, 8425 Sheldon Road, Tampa, Hillsborough County, Florida, 33615. NPDES #FL0027821. Effluent samples for this facility were collected on January 26, 2009.
Introduction River Oaks AWWTP (Advanced Wastewater Treatment Plant) is an advanced domestic wastewater treatment facility which uses the activated-sludge treatment process to treat domestic wastewater. The wastewater treatment system consists of: headworks with; o a flow equalization basin o screening o Parshall flumes o odor control two primary sedimentation basins; three aeration tanks; three secondary sedimentation tanks; two denitrification tanks with a methanol injection system; three final sedimentation tanks; eight dual-media deep bed filters; two post aeration tanks; one filter backwash water holding tank; one chlorine contact chamber; one sludge re-aeration tank; one aerated sludge storage system; one dechlorination unit; a sodium aluminate addition system; and an ammoniation system. Chlorine gas is used for chlorination. Sodium bisulfite is used for dechlorination. Residuals are pumped to the Northwest Regional Residuals Recovery Facility (permit #FLA012119) for treatment and disposal. Effluent disposal is continuous and consists of two surface water discharges, a master reuse system and an aquifer storage and recovery system (ARS). The surface water discharges consist of: 1) D-001: A permitted 10.0 MGD 12-month average daily flow (12MADF) discharge at Outfall D-001 to the Class III freshwaters of Channel A and Rocky Creek then to Old Tampa Bay. The outfall structure (Outfall D-001) is approximately 6.1 m (20 feet) long and discharges at a depth of about 0.61 m (2 feet). Outfall D-001 is located approximately at latitude 28° 01’ 41” N, longitude 82° 34’ 58” W. The AADF to Outfall D-001 from January 2008 to December 2008 was 4.8253 MGD. 2) D-002: A permitted 5.0 MGD 12-month average daily flow (12MADF) discharge at Outfall D-002 to the Class III freshwaters of Channel A and Rocky Creek then to Old Tampa Bay. Outfall D-002 is a combined outfall for effluents generated by the Northwest Regional Water reclamation Facility (WRF) and the River Oaks AWWTP and is conveyed to the outfall (identified as D-001 in the Northwest Regional WRF) through the Northwest Hillsborough County Master Reuse System. The outfall structure (Outfall D-002) is approximately 0.3 m (1 foot) long and discharges at a depth of about 0.61 m (2 feet). The point of discharge is located approximately at latitude 28° 01’ 26” N, longitude 82° 35’ 54” W. There was no discharge to Outfall D-002 from January 2008 to December 2008. Master Reuse System R-001: The River Oaks AWWTP serves as a source plant for up to 10.0 MGD 12MADF of reclaimed water which is transferred to the Northwest Hillsborough County Master Reuse System at a transfer point located immediately downstream of the distribution flow meter at the River Oaks plant. The Northwest Hillsborough County Master Reuse System provides reclaimed water to major and minor users, directs
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surpluses to the ASR (U-001) or to the combined outfall for the Northwest Regional WRF and the River Oaks AWWTP. Aquifer Storage and Recovery System U-001: This system is being tested under Department (FDEP) Class V Injection Well permit # 029951-004-UC, for injection storage and recovery of Part III public access reclaimed water. The recovered water will be reused in the Northwest Hillsborough County Master Reuse System. Up to 2.0 MGD AADF can be stored in and recovered from the ASR well (TPW-1). The facility has no Administrative Orders, Consent Orders or mixing zones. A review of Discharge Monitoring Report (DMR) data for the past year, revealed several permit violations: (total residual chlorine, (TRC), May 2008, value 0.43 mg/L; October 2008, value 0.47 mg/L; permitted value ≥ 1mg/L); (Carbonaceous Biological Oxygen Demand (CBOD), August 2008, value 15 mg/L; October 2008, value 14.5; permitted value ≤ 10 mg/L); (total nitrogen (TN) September 2008, value 6.49 mg/L, permitted value ≤ 6 mg/L). (Facility information provided by Jason Cohen of FDEP Southwest District.)
Methods Samples were collected from Outfall D-001 by Peter Wenner, Jason Cohen and Joe Squitieri (FDEP Southwest District) following DEP-SOP-001/01 FS 2400 Wastewater Sampling. All DEP SOPs are available on the web at: http://www.floridadep.org/labs/qa/sops.htm. See Appendix A for the completed chain of custody form. The 96-hour acute screening toxicity tests and algal growth potential test were performed following internal DEP SOPs TA07_01, TA07_02, and TA08_01 through TA08_09. All internal DEP SOPs are available on the web at: http://www.floridadep.org/labs/cgi-bin/sop/biosop.asp.
Toxicity Test Results Tests were performed January 27 - 31, 2009. Ceriodaphnia dubia 96-hour acute screening bioassay –
LC50 > 100%, 5% mortality* in 100% sample at 96 hours
Pimephales promelas 96-hour acute screening bioassay –
LC50 > 100%, 0% mortality* in 100% sample at 48 hours
The bioassay samples were not acutely toxic to the test organisms. See Appendix B for bioassay bench sheets. See Appendix C for results of the last 20 standard reference toxicant (SRT) tests and the bench sheets and statistical analyses of the SRT tests that correspond to these facility tests. See Appendix D for test organism receipts. *NOTE: In a ≥ 48-hour duration acute screening test of 100% effluent, mortality of 50% indicates that the effluent fails to meet the minimum requirement to discharge to waters of the state (Rule 62-4.244(3) (a), F.A.C.).
Algal Growth Potential The effluent Algal Growth Potential (AGP) was 42.2 mg dry wt/L of the unicellular green alga, Pseudokirchneriella subcapitata, formerly known as Selenastrum capricornutum. Raschke and Schultz (1987) found that AGP values above 5.0 mg dry weight/L represent a “problem” threshold for fresh
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receiving waters, implying nutrient enrichment. The ratio of inorganic nitrogen to ortho-phosphate in the effluent suggests that the effluent is nitrogen-limited; whereas, the ratio of total nitrogen to total phosphorus in the effluent suggests that the effluent is co-limited by both nitrogen and phosphorus. By comparing the laboratory AGP result (42.2 (±20%) mg dry wt/L) to the predicted AGP values of 47.0 (±20%) mg dry wt/L for inorganic nitrogen, 98.8 (±20%) mg dry wt/L for total nitrogen, 64.5 (±20%) mg dry wt/L for ortho-phosphate and 68.8 (±20%) mg dry wt/L for total phosphorus, an inference can be made that not all of the nitrogen in the effluent was bio-available to the test species, providing additional evidence the effluent is nitrogen limited. To determine actual nutrient limitation, a limiting-nutrient algal growth potential test should be performed (Table 1; Miller et al. 1978). See Table 1 for AGP results.
Chemistry Results Total residual chlorine and total ammonia were not detected in the bioassay sample in the laboratory. The total ammonia concentration in the sample collected and preserved for chemical analysis was 0.036 mg N/L. Based on the pH, salinity, and temperature of the effluent as collected, the calculated unionized ammonia concentration was < 0.02 mg/L. Copper, nickel and zinc were detected in the effluent at levels that comply with Class III fresh water quality criteria (62-302.530, F.A.C.). Aluminum, arsenic, cadmium, chromium-III and selenium were detected between the laboratory method detection limits (MDL) and practical quantitation limits (PQL). CBOD (17 mg/L) exceeded the facility’s permitted limit of ≤ 10 mg/L. See Table 2 for results of analytes detected in the effluent, and corresponding limits. See Appendix E for a complete list of chemical analyses performed.
Conclusion The effluent sample collected from Outfall D-001 for this facility on January 27, 2009, was not acutely toxic to either test species during the 96-hour acute screening bioassays. The effluent AGP result exceeded the "problem” threshold for fresh receiving waters suggesting nutrient enrichment may be an issue. CBOD (17 mg/L) exceeded the facility’s permitted limit of ≤ 10 mg/L. Other effluent water quality samples did not exceed any applicable water quality standards or violate any permit conditions.
Literature Cited Miller, W. E., T. E. Maloney, and J. C. Greene. 1978. The Selenastrum capricornutum Printz algal assay bottle test. EPA-600/9-78-018. U. S. EPA, Cincinnati, Ohio. 126 p. Raschke, R. L. and D. A. Schultz. 1987. The use of the algal growth potential test for data assessment. J. Wat. Poll. Cont. Fed. 59(4): 222-227.
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Table 1. Measured and predicted algal growth potential (AGP; mg dry weight/L) for total soluble inorganic nitrogen (TSIN), orthophosphate (OP), total nitrogen (TN) and total phosphorus (TP) limitation of the freshwater species Pseudokirchneriella subcapitata and ratios of nitrogen to phosphorus for samples collected from the River Oaks AWWTP facility on January 26, 2009. River Oaks AWWTP Location Effluent Grab
AGP (measured) 42.2
Predicted AGP (TSIN) ± 20% 47.0 ± 9.4
Predicted AGP (OP) ± 20% 64.5 ± 12.9
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Predicted AGP (TN) ± 20% 98.8 ± 19.8
Predicted AGP Inorganic Total (TP) ± 20% N:P ratio N:P ratio 68.8 ± 13.8 8.2 16.3
Table 2. Effluent limits, Class III Freshwater Criteria and chemical and microbiological data for samples collected from the River Oaks AWWTP facility on January 26, 2009. River Oaks AWWTP NPDES# FL0027821
Class III Criteria
Effluent Limits EFA-01
Organic Constituents (µg/L) None Detected Metals (µg/L unless otherwise noted) Aluminum Arsenic ≤ 50 Cadmium ≤ 0.52 b Calcium (mg/L) Chromium-III ≤ 176.98 b Copper ≤ 19.77 b Iron ≤ 1,000 Lead ≤ 9.74 b Magnesium (mg/L) Mercury ≤ 0.012 Nickel ≤ 109.7 b Selenium ≤ 5.0 Silver ≤ 0.07 Zinc ≤ 252.26 b Nutrients (mg/L) Ortho-phosphate Total Phosphorus Total Ammonia Un-ionized Ammonia ≤ 0.02 s Nitrate and Nitrite Total Kjeldahl Nitrogen Organic Nitrogen Total Nitrogen General Physical and Chemical Parameters Dissolved Oxygen (mg/L) EFD-01 ≥ 5.0 s pH (SU) 6.0 - 8.5 s Conductivity (µmhos/cm) ≤ 1,275 s Temperature °C Total Residual Chlorine (mg/L) ≤ 0.01 s Chlorophyll a (µg/L) - Corrected Phaeophytin (µg/L) Total Suspended Solids (mg/L) CBOD, 5 day (mg/L), N - inhibited Cyanide (µg/L) ≤ 5.2 s Flow (MGD) to D-001 Hardness (mg CaCO3) Microbiology (Number of colony forming units/100ml) # ≤ 400 s Fecal Coliforms
-
Effluent
-
≤ 0.012 s -
90 0.48 0.038 82.9 0.21 1.7 30 0.2 8.2 0.12 1.25 0.47 0.01 29
2.0 sp 6.0 sp
0.15 0.16 0.036 ≤ 0.02 1.2 1.4 1.364 2.6
≥ 5.0 s 6.0 - 8.5 s ≤ 0.01 s 10 sp 10 sp ≤ 5.2 s 10.0 a -
8.8 7.6 949 23.8 0.02 0.55 0.24 4 17 0.005 4.825 240.77
≤ 25 s
2
I I I A I A U U A U A I U A
c
c c
U U U U a c U
Value exceeds the Class III Water Quality Criteria or permit limits a - Annual average b - Value is calculated based on hardness c - Value is calculated p - Limit is based on 24 hour flow proportioned sample s - Single sample A - Value reported is the mean of two or more determinations I - The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit U - Material analyzed for but not detected; value reported is the method detection limit # - If 10 or fewer samples are taken within a month, the single sample limit is 400 CFU (62-302.530(6), F.A.C.)
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Appendix A. Chain of Custody Form
6
Appendix B. Bench Sheets
7
Appendix B. (continued)
8
Appendix B. (continued)
9
Appendix B. (continued)
10
Appendix B. (continued)
11
Appendix B. (continued)
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Appendix C. SRT Bench Sheets and Statistical Analysis Florida Department of Environmental Protection Bureau of Laboratories Standard Reference Toxicant (SRT) Test Data - 96-hour Acute Toxicity Ceriodaphnia dubia (water flea) - Sodium Chloride (NaCl) Date 06/06/07 07/03/07 07/31/07 09/04/07 10/02/07 10/30/07 12/04/07 01/22/08 02/05/08 03/04/08 04/01/08 05/06/08 06/03/08 07/08/08 08/05/08 09/03/08 10/11/08 11/04/08 12/02/08 01/06/09
LC50 2.23 1.81 1.82 1.63 1.72 1.99 1.82 1.85 1.94 1.92 2.26 1.99 1.73 2.12 1.87 2.18 1.98 1.94 2.09 2.09
Mean LC50 1.94 1.93 1.92 1.91 1.91 1.90 1.89 1.88 1.87 1.87 1.89 1.89 1.88 1.89 1.88 1.89 1.91 1.90 1.92 1.95
Std Dev 0.22 0.22 0.21 0.22 0.21 0.19 0.19 0.19 0.18 0.18 0.20 0.20 0.20 0.21 0.20 0.21 0.20 0.19 0.19 0.17
Lower Control Limit Upper Control Limit 1.49 2.38 1.50 2.36 1.50 2.35 1.48 2.34 1.48 2.34 1.51 2.28 1.50 2.27 1.50 2.26 1.50 2.24 1.50 2.24 1.49 2.30 1.49 2.28 1.48 2.28 1.47 2.30 1.47 2.29 1.46 2.31 1.51 2.31 1.52 2.29 1.55 2.30 1.60 2.30
Lower Control Limit = mean - 2 * Std Dev Upper Control Limit = mean + 2 * Std Dev
CV = 8.92 EPA reference 75th quartile CV = 29%
Standard Reference Toxicant Data * Ceriodaphnia dubia 96 Hour LC50
2.00
1.50
Test Date LC50
Mean LC50
Lower Control Limit
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Upper Control Limit
01/06/09
12/02/08
11/04/08
10/11/08
09/03/08
08/05/08
07/08/08
06/03/08
05/06/08
04/01/08
03/04/08
02/05/08
01/22/08
12/04/07
10/30/07
10/02/07
09/04/07
07/31/07
07/03/07
1.00 06/06/07
g/L NaCl
2.50
Appendix C. (continued) Florida Department of Environmental Protection Bureau of Laboratories Standard Reference Toxicant (SRT) Test Data - 96-hour Acute Toxicity Pimephales promelas (fathead minnow) - Sodium Chloride (NaCl) Date 06/05/07 07/03/07 08/07/07 09/05/07 10/02/07 10/30/07 12/11/07 01/08/08 02/05/08 03/04/08 04/01/08 05/06/08 06/03/08 07/08/08 08/05/08 09/03/08 10/11/08 11/10/08 12/17/08 01/06/09
LC50 8.23 8.62 7.53 7.00 8.13 8.06 7.82 7.26 8.40 7.62 7.80 7.00 7.87 8.66 9.19 7.48 8.31 8.65 7.58 8.60
Mean LC50 8.68 8.67 8.60 8.51 8.49 8.46 8.43 8.38 8.45 8.40 8.34 8.26 8.23 8.21 8.22 8.12 8.07 8.08 8.04 7.99
Std Dev Lower Control Limit Upper Control Limit 0.65 7.38 9.97 0.62 7.43 9.92 0.67 7.27 9.94 0.75 7.00 10.02 0.74 7.01 9.96 0.72 7.02 9.91 0.72 7.00 9.87 0.76 6.85 9.91 0.69 7.08 9.83 0.71 6.98 9.82 0.71 6.93 9.75 0.76 6.73 9.79 0.77 6.7 9.76 0.75 6.71 9.70 0.76 6.7 9.74 0.72 6.68 9.56 0.67 6.74 9.40 0.67 6.73 9.43 0.68 6.68 9.39 0.60 6.79 9.19
Lower Confidence Limit = mean - 2 * Std Dev Upper Confidence Limit = mean + 2 * Std Dev
CV = 7.48% EPA reference 75th quartile CV = 19%
Test Date LC50
Mean LC50
Lower Control Limit
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Upper Control Limit
01/06/09
12/17/08
11/10/08
10/11/08
09/03/08
08/05/08
07/08/08
06/03/08
05/06/08
04/01/08
03/04/08
02/05/08
01/08/08
12/11/07
10/30/07
10/02/07
09/05/07
08/07/07
07/03/07
12 11 10 9 8 7 6 5 06/05/07
g/L NaCl
Standard Reference Toxicant Data Pimephales promelas 96 Hour LC50
Appendix C. (continued)
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Appendix C. (continued)
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Appendix C. (continued)
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Appendix C. (continued)
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Appendix C. (continued) Ceriodaphnia dubia Acute Standard Reference Toxicant Test DATE: 1-6-09 DURATION: 96 hr SPECIES: Ceriodaphnia dubia RAW DATA: Concentration (g/L) 0.00 1.50 2.00 2.50 3.00 4.00
Number Exposed 20 20 20 20 20 20
TOXICANT : NaCl
Mortalities 0 0 6 19 20 20
SPEARMAN-KARBER TRIM: 0.00% SPEARMAN-KARBER ESTIMATES: LC50: 2.09 95% LOWER CONFIDENCE: 1.98 95% UPPER CONFIDENCE: 2.21 Pimephales promelas Acute Standard Reference Toxicant Test DATE: 1-6-09 DURATION: 96 hr SPECIES: Pimephales promelas RAW DATA: Concentration (g/L) .00 5.00 6.00 7.00 8.00 9.00 SPEARMAN-KARBER TRIM:
Number Exposed 20 20 20 20 20 20
TOXICANT: NaCl
Mortalities 0 0 1 0 0 16
20.00%
SPEARMAN-KARBER ESTIMATES: LC50: 8.60 95% LOWER CONFIDENCE: 8.46 95% UPPER CONFIDENCE: 8.75 NOTE: MORTALITY PROPORTIONS WERE NOT MONOTONICALLY INCREASING. ADJUSTMENTS WERE MADE PRIOR TO SPEARMAN-KARBER ESTIMATION.
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Appendix D. Test Organism Receipt(s)
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Appendix D. (continued)
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Appendix E. Chemical Analyses performed on the effluent from the River Oaks AWWTP facility Outfall D-001, sampled on January 26, 2009. Date Sampled 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30
Field ID Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank
Analysis Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Nutrients Nutrients Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides
Component Aluminum Magnesium Beryllium Arsenic Mercury Copper Zinc Antimony Chromium Nickel Selenium Silver Cadmium Calcium Iron Lead Cyanide O-Phosphate-P Butylate Fonofos Mevinphos Aldrin DDD-p,p' Toxaphene Chlorpyrifos Ethyl DDE-p,p' Delta-BHC Ametryn Atrazine Metalaxyl Parathion Ethyl Prometryn Alpha-BHC
Result 60 0.04 0.025 0.25 0.12 0.5 5 0.25 0.2 0.25 0.2 0.01 0.03 0.075 30 0.2 0.005 0.004 0.19 0.097 0.19 0.0098 0.02 0.74 0.048 0.02 0.0098 0.048 0.048 0.24 0.15 0.15 0.0098
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Remark U U U U U U U U U U U U U U U U U U UJ UJ U UQ UQ UQ U UQ UQ U U UJ U U UQ
Units ug/L mg/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L mg/L ug/L ug/L mg CN/L mg P/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L
MDL 60 0.04 0.025 0.25 0.12 0.5 5 0.25 0.2 0.25 0.2 0.01 0.03 0.075 30 0.2 0.005 0.004 0.19 0.097 0.19 0.0098 0.02 0.74 0.048 0.02 0.0098 0.048 0.048 0.24 0.15 0.15 0.0098
PQL 240 0.16 0.1 1 0.5 0.5 20 1 0.8 1 0.8 0.04 0.12 0.3 120 0.8 0.02 0.01 0.76 0.39 0.76 0.039 0.08 3 0.19 0.08 0.039 0.19 0.19 0.96 0.6 0.6 0.039
Appendix E. (continued) Date Sampled 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30
Field ID Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank
Analysis Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants
Component Endosulfan I Endrin Methoxychlor Chlorpyrifos Methyl Diazinon Fenamiphos Hexazinone Metribuzin Phorate Endosulfan Sulfate Gamma-BHC Bromacil Malathion Parathion Methyl Simazine DDT-p,p' Alachlor Azinphos Methyl Ethoprop Metolachlor Chlordane Endosulfan II Naled Norflurazon Endrin Aldehyde Heptachlor Heptachlor Epoxide Ethion Beta-BHC Dieldrin Endrin aldehyde Fluoranthene Naphthalene Phenol
Result 0.02 0.049 0.049 0.097 0.048 0.19 0.097 0.097 0.048 0.02 0.0098 0.19 0.15 0.097 0.048 0.029 0.58 0.19 0.097 0.48 0.2 0.02 0.78 0.15 0.02 0.0098 0.02 0.048 0.0098 0.02 3.9 0.97 0.97 0.97
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Remark UQ UQ UQJ U U U U U U UQ UQ U U U U UQ UJ U U U UQ UQ U U UQ UQ UQ U UQ UQ U U U U
Units ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L
MDL 0.02 0.049 0.049 0.097 0.048 0.19 0.097 0.097 0.048 0.02 0.0098 0.19 0.15 0.097 0.048 0.029 0.58 0.19 0.097 0.48 0.2 0.02 0.78 0.15 0.02 0.0098 0.02 0.048 0.0098 0.02 3.9 0.97 0.97 0.97
PQL 0.08 0.2 0.2 0.39 0.19 0.76 0.39 0.39 0.19 0.08 0.039 0.76 0.6 0.39 0.19 0.12 2.3 0.76 0.39 1.9 0.8 0.08 3.1 0.6 0.08 0.039 0.08 0.19 0.039 0.08 16 3.9 3.9 3.9
Appendix E. (continued) Date Sampled 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30
Field ID Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank
Analysis Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants
Component 2,4,6-Trichlorophenol 2-Chloronaphthalene 2-Nitrophenol Di-n-butyl phthalate Di-n-octyl phthalate Dimethyl phthalate Endosulfan I Endosulfan sulfate Hexachlorobutadiene N-Nitrosodi-n-propylamine N-Nitrosodimethylamine 4,4'-DDE Aldrin Anthracene Butyl benzyl phthalate Dieldrin Fluorene Indeno(1,2,3-cd)pyrene alpha-BHC 2,4-Dichlorophenol 2,4-Dimethylphenol Acenaphthylene Bis(2-chloroethoxy)methane Heptachlor 1,2,4-Trichlorobenzene 2,4-Dinitrotoluene 2-Chlorophenol 4-Bromophenyl phenyl ether 4-Chlorophenyl phenyl ether Benzo(a)anthracene Bis(2-chloroethyl)ether Phenanthrene 3,3'-Dichlorobenzidine 4-Nitrophenol
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Result 0.97 0.97 0.97 4.9 0.97 9.7 3.9 1.5 2.9 1.9 1.9 1.5 1.5 0.97 4.9 1.5 0.97 0.97 1.5 0.97 9.7 0.97 0.97 1.5 0.97 0.97 0.97 0.97 1.9 0.97 0.97 0.97 39 15
Remark U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U UJ U
Units ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L
MDL 0.97 0.97 0.97 4.9 0.97 9.7 3.9 1.5 2.9 1.9 1.9 1.5 1.5 0.97 4.9 1.5 0.97 0.97 1.5 0.97 9.7 0.97 0.97 1.5 0.97 0.97 0.97 0.97 1.9 0.97 0.97 0.97 39 15
PQL 3.9 3.9 3.9 19 3.9 39 16 5.8 12 7.8 7.8 5.8 5.8 3.9 19 5.8 3.9 3.9 5.8 3.9 39 3.9 3.9 5.8 3.9 3.9 3.9 3.9 7.8 3.9 3.9 3.9 160 58
Appendix E. (continued) Date Sampled 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 10:30 1/26/2009 8:00 1/26/2009 8:00 1/26/2009 8:00 1/26/2009 10:15
Field ID Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Field Blank Effluent Comp Effluent Comp Effluent Comp Effluent Grab
Analysis Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Toxicology Toxicology Field Parameter AGP/LN
Component Benzidine Bis(2-chloroisopropyl)ether Diethyl phthalate Hexachlorocyclopentadiene Hexachloroethane beta-BHC delta-BHC 2,6-Dinitrotoluene 4,4'-DDD 4-Chloro-3-methylphenol Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Bis(2-ethylhexyl)phthalate Chrysene Dibenzo(a,h)anthracene Hexachlorobenzene Isophorone Nitrobenzene Pentachlorophenol Pyrene 2-Methyl-4,6-dinitrophenol Endosulfan II Heptachlor epoxide gamma-BHC 2,4-Dinitrophenol 4,4'-DDT Acenaphthene Endrin Bioassay-Acute-Screen-FW-Fish, LC50 Bioassay-Acute-Screen-FW-C.dubia, LC50 Sample Depth Algal Growth Potential
25
Result 97 2.9 0.97 2.9 2.9 1.5 1.5 0.97 1.5 0.97 0.97 0.97 0.97 0.97 15 0.97 0.97 0.97 0.97 1.9 2.9 0.97 2.9 3.9 1.5 1.5 15 1.5 0.97 1.5 100 100 0.2 42.2
Remark U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U L L
Units ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L LC50 LC50 m mg DryWt/L
MDL 97 2.9 0.97 2.9 2.9 1.5 1.5 0.97 1.5 0.97 0.97 0.97 0.97 0.97 15 0.97 0.97 0.97 0.97 1.9 2.9 0.97 2.9 3.9 1.5 1.5 15 1.5 0.97 1.5
PQL 390 12 3.9 12 12 5.8 5.8 3.9 5.8 3.9 3.9 3.9 3.9 3.9 58 3.9 3.9 3.9 3.9 7.8 12 3.9 12 16 5.8 5.8 58 5.8 3.9 5.8
0.3
0.9
Appendix E. (continued) Date Sampled 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15
Field ID Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab
Analysis Chlorophyll/Grain Size/BOD Chlorophyll/Grain Size/BOD Chlorophyll/Grain Size/BOD Overflow Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Metals Nutrients Nutrients Nutrients Nutrients Nutrients Nutrients Nutrients Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides
Component Chlorophyll-a, Corrected Biochemical Oxygen Demand-5 Day,N-Inhib Phaeophytin-a Fecal Coliforms-Membrane Filter Mercury Selenium Aluminum Nickel Lead Copper Chromium Calcium Zinc Antimony Cadmium Silver Iron Magnesium Arsenic Beryllium Cyanide NO2NO3-N O-Phosphate-P Kjeldahl Nitrogen TSS Total-P Ammonia-N Prometryn Aldrin Endrin Atrazine Bromacil Parathion Methyl Chlordane
26
Result 0.55 17 0.24 2 0.12 0.47 90 1.25 0.2 1.7 0.21 82.9 29 0.29 0.038 0.01 30 8.2 0.48 0.025 0.005 1.2 0.15 1.4 4 0.16 0.036 0.14 0.0098 0.049 0.048 0.19 0.095 0.2
Remark Units U ug/L mg/L U ug/L U #/100 mL U ug/L I ug/L I ug/L A ug/L U ug/L A ug/L I ug/L A mg/L A ug/L I ug/L I ug/L U ug/L U ug/L A mg/L I ug/L U ug/L U mg CN/L mg N/L mg P/L mg N/L U mg/L mg P/L mg N/L U ug/L UQ ug/L UQ ug/L U ug/L U ug/L U ug/L UQ ug/L
MDL 0.55 0.2 0.24 2 0.12 0.2 60 0.25 0.2 0.5 0.2 0.075 5 0.25 0.03 0.01 30 0.04 0.25 0.025 0.005 0.04 0.008 0.4 4 0.02 0.01 0.14 0.0098 0.049 0.048 0.19 0.095 0.2
PQL 1.7 2 0.71 0.5 0.8 240 1 0.8 0.5 0.8 0.3 20 1 0.12 0.04 120 0.16 1 0.1 0.02 0.1 0.02 1 16 0.06 0.02 0.56 0.039 0.2 0.19 0.76 0.38 0.8
Appendix E. (continued) Date Sampled 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15
Field ID Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab
Analysis Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides Pesticides
Component DDE-p,p' Toxaphene Alachlor Ametryn Diazinon Gamma-BHC Metolachlor Norflurazon Parathion Ethyl Azinphos Methyl Fenamiphos Malathion Mevinphos Naled Dieldrin Endosulfan II Heptachlor Methoxychlor Ethoprop Beta-BHC Chlorpyrifos Ethyl Chlorpyrifos Methyl Metribuzin Alpha-BHC DDT-p,p' Endosulfan I Endosulfan Sulfate Heptachlor Epoxide Butylate Ethion Metalaxyl Phorate Simazine DDD-p,p'
Result 0.02 0.73 0.57 0.048 0.048 0.0098 0.48 0.14 0.14 0.19 0.19 0.14 0.19 0.76 0.02 0.02 0.0098 0.049 0.095 0.0098 0.048 0.095 0.095 0.0098 0.029 0.02 0.02 0.02 0.19 0.048 0.24 0.048 0.048 0.02
27
Remark UQ UQ UJ U U UQ U U U U U U U U UQ UQ UQ UQJ U UQ U U U UQ UQ UQ UQ UQ UJ U UJ U U UQ
Units ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L
MDL 0.02 0.73 0.57 0.048 0.048 0.0098 0.48 0.14 0.14 0.19 0.19 0.14 0.19 0.76 0.02 0.02 0.0098 0.049 0.095 0.0098 0.048 0.095 0.095 0.0098 0.029 0.02 0.02 0.02 0.19 0.048 0.24 0.048 0.048 0.02
PQL 0.08 2.9 2.3 0.19 0.19 0.039 1.9 0.56 0.56 0.76 0.76 0.56 0.76 3 0.08 0.08 0.039 0.2 0.38 0.039 0.19 0.38 0.38 0.039 0.12 0.08 0.08 0.08 0.76 0.19 0.96 0.19 0.19 0.08
Appendix E. (continued) Date Sampled 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15
Field ID Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab
Analysis Pesticides Pesticides Pesticides Pesticides Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants
Component Delta-BHC Endrin Aldehyde Fonofos Hexazinone 2,4-Dimethylphenol Acenaphthylene Aldrin Benzo(a)anthracene Hexachloroethane N-Nitrosodi-n-propylamine Benzo(g,h,i)perylene Butyl benzyl phthalate Fluoranthene 2-Chlorophenol 4,4'-DDT 4-Bromophenyl phenyl ether Anthracene Benzo(a)pyrene Bis(2-chloroisopropyl)ether Dieldrin Hexachlorocyclopentadiene Isophorone Pentachlorophenol Phenanthrene 2,4-Dinitrophenol 2,6-Dinitrotoluene 4-Chloro-3-methylphenol 4-Chlorophenyl phenyl ether Benzidine Bis(2-chloroethyl)ether Di-n-octyl phthalate Heptachlor Naphthalene 1,2,4-Trichlorobenzene
28
Result 0.0098 0.02 0.095 0.095 9.7 0.97 1.5 0.97 2.9 1.9 0.97 4.9 0.97 0.97 1.5 0.97 0.97 0.97 2.9 1.5 2.9 0.97 2.9 0.97 15 0.97 0.97 1.9 97 0.97 0.97 1.5 0.97 0.97
Remark UQ UQ UJ U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U
Units ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L
MDL 0.0098 0.02 0.095 0.095 9.7 0.97 1.5 0.97 2.9 1.9 0.97 4.9 0.97 0.97 1.5 0.97 0.97 0.97 2.9 1.5 2.9 0.97 2.9 0.97 15 0.97 0.97 1.9 97 0.97 0.97 1.5 0.97 0.97
PQL 0.039 0.08 0.38 0.38 39 3.9 5.8 3.9 12 7.8 3.9 19 3.9 3.9 5.8 3.9 3.9 3.9 12 5.8 12 3.9 12 3.9 58 3.9 3.9 7.8 390 3.9 3.9 5.8 3.9 3.9
Appendix E. (continued) Date Sampled 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15
Field ID Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab
Analysis Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants
Component 2-Chloronaphthalene 2-Methyl-4,6-dinitrophenol 4,4'-DDD Bis(2-ethylhexyl)phthalate Diethyl phthalate Endosulfan I Endosulfan II Endosulfan sulfate Hexachlorobutadiene Indeno(1,2,3-cd)pyrene N-Nitrosodimethylamine Nitrobenzene alpha-BHC 2,4,6-Trichlorophenol 2-Nitrophenol 4-Nitrophenol Chrysene Endrin aldehyde Fluorene Heptachlor epoxide gamma-BHC 2,4-Dinitrotoluene 3,3'-Dichlorobenzidine 4,4'-DDE Bis(2-chloroethoxy)methane Di-n-butyl phthalate Dibenzo(a,h)anthracene Pyrene beta-BHC 2,4-Dichlorophenol Acenaphthene Benzo(b)fluoranthene Benzo(k)fluoranthene Dimethyl phthalate
29
Result 0.97 2.9 1.5 15 0.97 3.9 3.9 1.5 2.9 0.97 1.9 1.9 1.5 0.97 0.97 15 0.97 3.9 0.97 1.5 1.5 0.97 39 1.5 0.97 4.9 0.97 0.97 1.5 0.97 0.97 0.97 0.97 9.7
Remark U U U U U U U U U U U U U U U U U U U U U U UJ U U U U U U U U U U U
Units ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L
MDL 0.97 2.9 1.5 15 0.97 3.9 3.9 1.5 2.9 0.97 1.9 1.9 1.5 0.97 0.97 15 0.97 3.9 0.97 1.5 1.5 0.97 39 1.5 0.97 4.9 0.97 0.97 1.5 0.97 0.97 0.97 0.97 9.7
PQL 3.9 12 5.8 58 3.9 16 16 5.8 12 3.9 7.8 7.8 5.8 3.9 3.9 58 3.9 16 3.9 5.8 5.8 3.9 160 5.8 3.9 19 3.9 3.9 5.8 3.9 3.9 3.9 3.9 39
Appendix E. (continued) Date Sampled 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15 1/26/2009 10:15
Field ID Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab Effluent Grab
Analysis Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Priority Organic Pollutants Field Parameter Field Parameter Field Parameter Field Parameter Field Parameter Field Parameter
Component Endrin Hexachlorobenzene Phenol delta-BHC Specific Conductance Sample Depth Dissolved Oxygen Total Residual Chlorine pH Temperature
30
Result 1.5 0.97 0.97 1.5 949 0.2 8.77 0.02 7.58 23.75
Remark U U U U
Units ug/L ug/L ug/L ug/L umhos/cm m mg/L mg/L C
MDL 1.5 0.97 0.97 1.5
PQL 5.8 3.9 3.9 5.8
The Bioassay of River Oaks Advanced Wastewater Treatment Plant effluent sampled on January 26, 2009. NPDES #FL0027821. Fill Out This Section For All Surface Water Discharger Inspections(CEI, CSI, CBI, PAI, XSI-RI Optional) Transaction Code
1 N
2
NPDES NUMBER
5
3 F L
0
0
2
7
8
YR/MO/DA
2
1 11 12
0
9
0
1
Insp Type
2
7
18 B
Inspector
19 S
Fac Type
20
1
Remarks 66
The Priority Pollutants Analysis of River Oaks Advanced Wastewater Treatment Plant effluent sampled on January 26, 2009. NPDES #FL0027821. Fill Out This Section For All Surface Water Discharger Inspections(CEI, CSI, CBI, PAI, XSI-RI Optional) Transaction Code
1 N
2
NPDES NUMBER
5
3 F L
0
0
2
7
8
YR/MO/DA
2
1 11 12
0
9
0
1
Insp Type
2
7
18 X
Inspector
19 S
Fac Type
20
1
Remarks 66
Biological Analyses of River Oaks Advanced Wastewater Treatment Plant effluent sampled on January 26, 2009. NPDES #FL0027821. Fill Out This Section For All Surface Water Discharger Inspections(CEI, CSI, CBI, PAI, XSI-RI Optional) Transaction Code
1 N
2
NPDES NUMBER
5
3 F L
0
0
2
7
8
YR/MO/DA
2
1 11 12
0
9
0
1
Insp Type
2
7
18 S
Inspector
19 S
Fac Type
20
1
Remarks 66
31