(*) µg/L TESTING REQUIRED BELIEVED PRESENT BELIEVED ABSENT MAXIMUM DAILY VALUE MAXIMUM 30 DAY VALUE LONG TERM AVERAGE VALUE MASS CONCENTRATION MASS CONCENTRATION MASS CONCENTRATION MASS Antimony, Total 60 Arsenic, Total 5 Beryllium, Total 0.5 Cadmium, Total 1 Chromium, Total 10 Copper, Total 3 Lead, Total 2 Mercury, Total 0.005 Nickel, Total [Marine] 5 Nickel, Total [Freshwater] 5 Selenium, Total 5 Silver, 0.5 Thallium, Total 0.5 Zinc, 20 Cyanide, Total 10 Phenols, Total 5 (*) Minimum Quantification Level (MQL) SECTION III – DISCHARGE INFORMATION (cont.) III: OUTFALL NUMBER ORGANIC POLLUTANTS IN EACH OF THE FOUR FRACTIONS IN ANALYSIS BY GAS CHROMATOGRAPHY/MASS SPECTROSCOPY (GS/MS) 002 – Produced Water Grab Composite POLLUTANT MARK X MQL (*) µg/L EFFLUENT ANALYSIS UNITS TESTING REQUIRED BELIEVED PRESENT BELIEVED ABSENT MAXIMUM DAILY VALUE MAXIMUM 30 DAY VALUE LONG TERM AVERAGE VALUE MASS CONCENTRATION MASS CONCENTRATION MASS CONCENTRATION MASS VOLATILE ORGANIC CHEMICALS – EPA METHOD 624 SUGGESTED acrolein 50 acrylonitrile 20 benzene 10
hexachloroethane 20 indeno(1,2,3cd)pyrene 5 isophorone 10 naphthalene 10 nitrobenzene 10 Nnitrosodimethylamine 50 N-nitrosodi-n-propylamine 20 N-nitrosodiphenylamine 20 phenanthrene 10 pyrene 10 1,2,4trichlorobenzene 10 PESTICIDES & PCBs – EPA METHOD 608 REQUIRED aldrin 0.01 Aroclor 1016 (PCB-1016) 0.2 Aroclor 1221 (PCB-1221) 0.2 Aroclor 1232 (PCB-1232) 0.2 Aroclor 1242 (PCB-1242) 0.2 Aroclor 1248 (PCB-1248) 0.2 Aroclor 1254 (PCB-1254) 0.2 Aroclor 1260 (PCB-1260) 0.2
IV: OUTFALL NUMBER ADDITIONAL CONVENTIONAL AND NONCONVENTIONAL POLLUTANTS Outfall 002 – Produced Water Grab Composite POLLUTANT MARK X MQL (*) µg/L EFFLUENT ANALYSIS UNITS TESTING REQUIRED BELIEVED PRESENT BELIEVED ABSENT MAXIMUM DAILY VALUE MAXIMUM 30 DAY VALUE LONG TERM AVERAGE VALUE MASS CONCENTRATION MASS CONCENTRATION MASS CONCENTRATION MASS CONVENTIONAL AND NONCONVENTIONAL POLLUTANTS Bromide --- Chlorine, Total Residual --- Color --- Coliform (cols/100ml) --- Fluoride --- Kjeldahl Nitrogen, Total --- Nitrate-Nitrite --- Nitrogen, Total Organic --- Phosphorus, Total --- Radioactivity --- Radium 226 --- Radium 228 --- Sulfate --- Sulfide --- Sulfite --- Surfactants --- Aluminum, Total --- Barium, --- Boron, Total --- Cobalt, --- Iron, Total --- Magnesium, --- Manganese, Total ---
KNOW OR HAVE REASON TO BELIEVE THAT TCDD IS OR MAY BE PRESENT IN AN EFFLUENT Grab Composite POLLUTANT MARK X MQL (*) µg/L EFFLUENT ANALYSIS TESTING REQUIRED BELIEVED PRESENT BELIEVED ABSENT MAXIMUM DAILY VALUE MAXIMUM 30 DAY VALUE LONG TERM AVERAGE VALUE MASS CONCENTRATION MASS CONCENTRATION MASS CONCENTRATION MASS (TCDD) (*) Minimum Quantification Level (MQL) SECTION III – DISCHARGE INFORMATION (cont.) TABLE VII: OUTFALL NUMBER OTHER (AS NEEDED) Outfall 002 – Produced Water Grab Composite POLLUTANT MARK X MQL (*) µg/L EFFLUENT ANALYSIS UNITS MAXIMUM DAILY VALUE MAXIMUM 30 DAY VALUE LONG TERM AVERAGE VALUE
SECTION III – DISCHARGE INFORMATION (cont.) E. Outfall 004 - Complete Section III.E if sanitary waste is a contributing source of wastewater at this facility. Sanitary Waste: treated wastewater that contains human metabolic waste discharged from toilets and urinals. here if the sanitary waste outfall is not applicable to your operation. If not applicable, skip to the Outfall 005 discharge information section. 1. Give a brief description of the location of the sanitary waste outfall. For example, Outfall 004 is located at the point of discharge from the sanitary treatment unit located on the northeast corner of the production facility/platform. NOTE: This descriptive location should correspond with the location indicated on the facility site map. 2. List treatment method(s) used for the sanitary waste outfall: 3. List any pertinent physical and/or chemical properties of the discharge. (i.e., toxic components, taste and odor compounds, heavy metals, etc.) 4. Indicate how sanitary waste reaches state waters (named water bodies). This will usually be either “directly”, “open ditch” (if it is a highway ditch, indicate the highway), or by “pipe”. Please specifically name all of the minor water bodies that your wastewater will travel through on the way to a major water body. This information can be obtained from U.S.G.S. Quadrangle Maps. See Section VI. By (direct discharge, effluent pipe; etc.); thence into (The Gulf of Mexico; etc.) 5. Latitude/Longitude of Discharge: Latitude- deg. min. sec. Longitude- deg. min. sec. Method of Coordinate Determination: (Quad Map, Previous Permit, website, GPS) SECTION III – DISCHARGE INFORMATION (cont.) 6. Lab Analysis for Outfall 004 – Sanitary - Sampling and analytical protocol must conform to the requirements found in 40 CFR Part 136. Provide analytical data for the following effluent characteristics for each sanitary waste outfall. If a treatment method is used, provide analytical data after treatment. Effluent Characteristic Effluent Analysis Concentration (mg/L) Mass (lbs/day) Monthly Average Daily Maximum Monthly Average Daily Maximum