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Home My WebLink AboutNC0023868_Permit Issuance_19960219State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director February 19, 1996 Mr. Stephen R. Shoaf City of Burlington P.O. Box 1358 Burlington, North Carolina 27216-1358 Subject: NPDES Permit Issuance Permit No. NCO023868 East Burlington WWTP Alamance County Dear Mr. Shoaf: In accordance with the application for a discharge permit received on July 27, 1995, the Division is forwarding herewith the subject NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6, 1983. In response to your December 14, 1995 letter concerning the NPDES draft permit no. NCO023868 for the City of Burlington, we have addressed your specific concerns as follows: - We support your efforts to coordinate sampling of upstream and downstream sites with the City of Graham. - The discharge limitations for BOD and Total Suspended Residue for summer and winter were incorrectly shown as daily -maximum values rather than weekly averages. This error has been corrected. Please refer to enclosed corrected effluent limitations and monitoring requirements sheets. - The Daily/3/week and Monthly/3/week notations for parameters that are monitored at both the effluent and up- and downstream were confusing in the draft permit and have been eliminated. The final permit contains separate sheets for effluent and instream monitoring. - We concur with your request to reduce.the conductivity monitoring frequency based. on the expected consistency of conductivity in the effluent. Conductivity monitoring will be required three times/week during the months of June, July, August, and September and once/week during the remainder of the year for both the effluent and instream monitoring locations. - The orthophosphate requirement has been removed from the effluent limitations and monitoring requirements for the November 1 - March 31 monitoring period and the heading on this sheet has been changed to read "winter' instead of "summer". - - The sample type for cyanide has been changed from composite to grab for both the summer and winter monitoring periods. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30). days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Mr. Shoaf NCO023868 February 19, 1996 Page 2 Please take note that this permit is not transferable. Part II, EA. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Paul B. Clark at telephone number (919)733-5083, extension 580. Sincerely, Original Signed By David X Goodrich A. Preston Howard, Jr., P.E. cc: Central Files Winston-Salem Regional Office, Water Quality Section Mr. Roosevelt Childress, EPA Permits and Engineering Unit Facility Assessment Unit Aquatic Survey and Toxicology Unit Technical Assistance & Certification Group Permit No. NCO023868 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, City of Burlington is hereby authorized to discharge wastewater from a facility located at East Burlington Wastewater Treatment Plant on Quarry Road Alamance County to receiving waters designated as the Haw River in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. The permit shall become effective April 1, 1996 This permit and the authorization to discharge shall expire at midnight on January 31, 2001 Signed this day February 19, 1996 Original Signed By David A. Goodrich A. Preston Howard, Jr., P.E., Director Division of Environmental Management By Authority of the Environmental Management Commission SUPPLEMENT TO PERMIT COVER SHEET City of Burlington is hereby authorized to: Permit No. NCO023868 Continue to operate an existing 12.0 MGD wastewater treatment facility consisting of a bar screen, grit chamber, equalization basin, primary clarifiers, anaerobic tanks, anoxic tanks, aeration tanks, secondary clarifiers, final effluent filters, chlorination and- dechlorination along with carbon addition to aid in color and toxics removal located at East Burlington Wastewater Treatment Plant on Quarry Road, Alamance County (See Part III of this permit), and 2. Discharge wastewater from said treatment works -at the location specified on the attached map into the Haw River which is classified Class C-NSW waters in the Cape Fear River Basin. Inc �•-`� -'��`�`� � `:; :' :r•-- �':.�I _ %� =-r -5 >��-�� /'� � •?;,• `" �+ ct• '`/V L i r J\ •,j'. C am` - '"\: �c\� \\\, ; l�; :\. JJ/�/ V `; i�'' 9/rI o I j�'\� Wit, I \� � �q� _ • � � _ ' �/_" �, � / ��`��' 3998 orthla'n� �\ // a •l•:\.-- 1�� J� Lf\ % \\ (� V I IT ' i r Park I ?� =-- _ �1' :� •; - - S rl//�i G� ; �e I'r' I'' �J ','.__�' -:� \'. \• FEET �i'tii r�-.��, •i.�\�.,•ffl•i' � .7 �� )�.I� : '�;•Ij,- r�/�-: - � \� •��'� I;��r .0 \ %` •f' �y {' ��1 r tr Lam— , i'- l ✓"l.' //1(r-/ � i � Imo. ��'` ; ,-� ,�� \ • /I � � J \tt • '\ j , / ^.. \ . ��: ^`'I � _ : •-: \ ('•%; - = j: // - %}l ;� � �'. �. 3`oU�;''�II v� \. 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Sch. _ _ _ / IL/\� • .t-��^----�. 1>�—�tJ j�p � ot`AlarPancel ,�L�r j-- />� �--•��'J'/ /!•, �_ � `- 1 hr� �- �+•�,\ST�� 'r, � .• ��j LGr��i 1 •fir^t Nit�l I '\ I �� /W ^f� c3 ,��- - \t✓'--' -06 3990 WT S.T '.I o ' 6°_")l''�_`' East Burlington WWTP `'''.�i;;� : \ �1'�� t C NC/Al Burlington, amance County /,� g NCO023868 I AY�\`W • W /% �-' /' i � url- C21SW 3 9ington Quadrangle (613 �� 6 1 Discharge to Haw River sr� / / I \\, /�CrmotY./ �' l {j/ sF"•�/'° ' gpN l \ , ^• . l \�a ' -\ , is 't ., ` 10 ��.`.r. / '�l. �� fi �.. y fit'\? in•:' CE ' ER> �ID' Co ;amnl ury �� 1 'II %` i ° / raper, li I •gip: ',I F \Ceh�•. 11HT1 `Ii v lthl t� i 4 bs lr �_ ,L�piiyvi��.I�^��•.�^ti.�vy`a°�1. �tiJ\l'�isC;.�';�.�"•'+�ii�W' �T\,lji:/- rI��n�:�f//. _, _ i -�` `_\�\\\l,�. ��I�� _ i�ir1_ tJ I�IIuI•. � leJ1r,i // :�r ��i;• 'e1 I -:! sr // ._ 7,P—,..;, ♦�� • ,:. I ---?= ��'� --- � = ENO'\'� • • l ' '�; : \�� /%�'• ��.. - `�•A Fh1626� G./ 6_=_• :I,:f''� 3994 I• _. it �_ :\!/d•;l -_ �Pi "CL/MAX :�' Sr /� __ _,�•j. 1\; .� �� `, ji ! - `96 WT J"••••-:I I �i�•i�,, —; '•� ? ��ore9 h F^ •11 -:': ; w-- I � ,/forth raI=-�--• -- \ i u-. 5 '%`,• c �`_ Sch <. i'Ltl (�Jc7t \\ t},� �� ,:, \ o . Ge sfr!�-�`� w �: = \ \" \ , •..`�LI HighSc�; /'•�5� \ __ \��I /� Oa to St ,—_.�C�_ �I�.- � � ._ / -.��, jr�r`�•�\I o tv� MARKET s' CIIr ��dr �i \ :ALBAM. I s 10�`�\ i N.SCALE 1 40 0 `�s9 �` �03_� 2 1000 1C_C '^i:'' 4 L'!:S bJU. 700' EE'. I•,I%--' `J A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUMMER (April 1- October 31) Permit No. NCO023868 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below: Effluent Characteristics Flow BOD, 5-Day, 20°C 2 Total Suspended Residue 2 NH3 as N " Dissolved Oxygen 3 Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Orthophosphate 5 Chronic Toxicity 6 Conductivity 7 Cadmium Lead Cyanide Copper Zinc Fluoride Silver Chlorides Discharge Limitations Monthly Avg, Weekly Avg. Daily Max. 12.0 MGD 12.0 mg/l 30.0 mg/1 4.0 mg/1 200/100 ml 2.0 mg/I 4 18.0 mgA 45.0. mg/l 400/100 ml 5.6 µg/I 12.6 µg/1 7 0. 0 µg/1 95.0 µg/l 14.0 µg/1 56.0 µg/1 Monitorine Requirements Measurement Sample Sample Frequency Type Location 1 Continuous Recording I or E Daily Composite E, I Daily Composite E, I Daily Composite E Daily Grab E, U, D Daily Grab E, U, D Daily Grab E Daily Grab E, U, D Monthly Composite E Monthly Grab E, U, D 3/week Grab E, U, D Quarterly Composite E 3/week Grab E, U, D Weekly Composite E Weekly Composite E Weekly Grab E Monthly Composite E Monthly Composite E Monthly Composite E Monthly Composite E Monthly Composite E A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - WINTER (November 1- March 31) Permit No. NCO023868 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below: Effluent Characteristics Flow BOD, 5-Day, 20°C 2 Total Suspended Residue 2 NH3 as N Dissolved Oxygen 3 Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Chronic Toxicity 5 Conductivity 6 Cadmium Lead Cyanide Copper Zinc Fluoride Silver Chlorides Discharge Limitations Monthly Avg. 12.0 MGD 24.0 mg/1 30.0 mg/1 8.0 mg/1 200/ 100 ml 2.0 mg/14 Weekly Avg. Daily Max. 3 6. 0 mg/1 45.0 mg/1 400/100 nil 5.6 µg/l 12.6 µg/1 70.0 µg/1 95.0 µg/1 14.0 µg/l 56.0 µg/1 Monitoring Reauirements Measurement Sample Sample Frequency Tyne Location I Continuous Recording I or E Daily Composite E, I Daily Composite E, I Daily Composite E Daily Grab E, U, D Daily Grab E, U, D Daily Grab E Daily Grab E, U, D Monthly Composite E Monthly Composite E, U, D Quarterly Composite E 3/week Grab E, U, D Weekly Composite E Weekly Composite E Weekly Grab E Monthly Composite E Monthly Composite E Monthly Composite E Monthly Composite E Monthly Composite E Permit No. NC0023868 Footnotes: t Sample locations: E - Effluent, I - Influent, U - Upstream, D Downstream. For instream monitoring requirements, see Part III, Condition G. 2 The monthly average effluent BOD5 and total suspended residue concentrations shall not exceed 15% of the respective influent value. 3 The daily average dissolved oxygen effluent concentrations shall not be less than 5.0 mg/l. 4 Sampling shall be based on upon a quarterly average of weekly sampling. 5 Orthophosphate monitoring is only required during the months of June, July, August, and September. 6 Chronic Toxicity (Ceriodaphnia) P/F at 36%. Samples shall be taken quarterly during the months of February, May, August, and November; See Part III, Condition H. 7 Conductivity monitoring will be required 3/week during June, July, August, and September and once/week for the remainder of the year. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. Part III G. INSTREAM MONITORING REQUIREMENTS PARAMETERS TO BE SAMPLED Parameter Sam le TvDe Fre uency NC0023868 Dissolved Oxygen Fecal Coliform Grab Grab 3/wk (June -Sept), 1/wk (Oct -May) 3/wk (June -Sept), 1/wk (Oct -May) Temperature Grab 3/wk (June -Sept), 1/wk (Oct -May) Conductivity Grab 3/wk (June -Sept), 1/wk (Oct -May) Total Phos horus Grab 3/wk (June -Sept), 1/wk (Oct -May) Orthophosphate Grab 3/wk (June -Se t) only SAMPLE LOCATIONS 1. Upstream at Hopedale Road (NCSR 1712) 2. Downstream at Highway 54 and at NCSR 2158 (above the dam). Upstream and downstream samples shall be grab samples. Instream sampling should be coordinated to reduce redundant sampling for the Burlington - East, Burlington : South, and Graham wastewater treatment facilities under the guidance of the Winston-Salem Regional Office. Each facility should conduct instream sampling the same day and in so far as possible at the same time of day. REPORTING REQUIREMENTS Data entered on a form approved by the Division and summarized in an annual report due by January first of the year immediately following the summer period when sampling occurred. Yearly monitoring reports shall be sent to: Instream Assessment Unit DEM Water Quality section P.O. Box 29535 Raleigh, NC 27626-0535 V - Part III Permit # NCO023868 H) CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 36 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from the effective date of this permit during the months of February, May, August, and November. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management 4401 Reedy Creek Road Raleigh, N.C. 27607 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the, waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by. the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Tower Hosiery Number & Street 401b 225 W. Trade St City 401c Burlington County 401d Alamance State 401e North Carolina Zip Code 401f 27216 2. Primary Standard Industrial 402 2251 Classification Code (see instructions) 3. Primary Product or Raw Material Units (See (see instructions)[ Table III) Product 403a Ladies pantyhose 403c 2.5 403e H - 2 Raw Material 403b Nylon yarn 403d 403f 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and 404a 63 thousand gallons per day whether this discharge is intermittent or continuous. 404b Intermiiient (int) Continuous (con) 5. Pretreatment Provided indicate if 405 F-1 Yes FX1 No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name z Parameter 01042 01034 01067 01092 00310 00530 Number 0.04 0.12 0.01 0.00 270 46 �.v... > ....,..:.,.,.. Value A:INPDESIV\TOWHOS.DOC 1. 2. 3. 4 5. 6. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section N for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions). Name 401a Park Ave Division Number & Street 40lb 1831 N. Park Ave City 401c Glen Raven County 401d Alamance State 401e North Carolina Zip Code 401f 27217-1100 Primary Standard Industrial 402 2262 Classification Code (see iastrvctions) Primary Product or Raw Material (see llffitructloas) (1,,,1,�,/, Product I 403a I Dyed & finished 403c 1 70 1403e Raw Material Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system Characteristics of Wastewater (see instructions) 403b 404a 404b 405 polyester & n lon fabrics Polyester & nylon 403d fabrics 829 thousand gallons per day Intermittent (int) F]Continuous (con) Yes Fx� No 403f Units (See Table M) H=2 Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number <0.05 0.09 <0.04 <0.01 183 46 Value AANPDE SI VIPARKAVE. DOC 1. 2. 3. 4. 5. 6. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult. Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see inshuctions) Name 401a Kingstree Knits Number & Street 401b 105 Stone St City 401c Haw River County 401d Alamance State 401e North Carolina Zip Code 401f 27258 Primary Standard Industrial 402 2261 Classification Code (see inahvctions) Primary Product or Raw Material (see instructions) o y Product 403a Knit. dyed & 403c 403e Raw Material Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system Characteristics of Wastewater (see instructions) 403b 404a 404b 405 finished cotton & cotton\poly fabrics Cotton & poly 403d 50 YM 611 thousand gallons per day Intermittent (mt)= Continuous (con) Yes Fx� No 403f Units (see Table III H-1 Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.10 <0.01 <0.04 0.04 284 25 Value AANPDESI VTJNGTREE. DOC 1. 2. 3. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions) Name I 401a I Glenspun Plant Number & Street City County State Zip Code Primary Standard Industrial Classification Code (see instructions) Primary Product or Raw Material (see instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. 5. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 401b 401c 401d 40le 401f 402 403a 403b 404a 404b 405 1831 N. Park Ave Glen Raven Alamance North Carolina 27217-1100 2281 Dyed & natural 403c acrylic yarn Acrylic fibers 403d Units (See tit Table III 60 I403e I H=2 729 thousand gallons per day = Intermittent (int) X� Continuous (con) Yes = No 403f Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name Parameter 01042 0103.4 01067 01092 00310 00530 Number <0.01 0.04 <0.04 0.13 136 48 Value A:\NPDESIV\GLENSPUN.DOC 1. 2. 3. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions) Name 401a Engineered Controls Number & Street 401b 100 Rego Dr City 401c IIon College County 401d Alamance State 401e North Carolina Zip Code 401f 27244 Primary Standard Industrial 402 3494 Classification Code (see instructions) Primary Product or Raw Material (see instructions) Product 403a Assembly of 403c I 30 403e Raw Material 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. 5. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 403b 404a 404b 405 compressed gas valves Brass rod 403d 6 thousand gallons per day Intermittent (it[::] Continuous (con) aX Yes E7No <' Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.41 0.07 <0.04 0.24 14 3 Value 403f Units (see Table III lbs da A:\NPDESIVIENGCONT.DOC 1. +P 0 STANDARD FORM A - MUNICIPAL, SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see inshvctions) Name 401a Copland Fabrics Number &. Street 401b 1714 Carolina Mill Rd City 401c Burlin tgton County 401d Alamance State 40le North Carolina Zip Code 401f 27216 Primary Standard Industrial 1 402 1 2221 Classification Code (see instructions) Primary Product or Raw Material (see instructions) Product I 403a I Synthetic, 403c I 100 1 403e Raw Material 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. 5. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see inahuctions) 403b 404a 404b 405 polylcotton & cotton fabric Synthetic & cotton 403d fibers 247 thousand gallons per day Intermittent (int) XI Continuous (con) Yes F-1 No Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.09 <0.05 0.02 0.18 1024 319 _. Value 403f Units (See Table III H-2 A:\NPDESIV\C0PLAND.D0C 1 2. 3. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions) Name 401a Cone Mills Number & Street 401b 122 E. Main St City 401c Haw River County 401d Alamance State 401e North Carolina Zip Code 401f 27258 Primary Standard Industrial 402 2261 Classification Code (see instructions) Primary Product or Raw Material (see instructions) Product I 403a I Dyed & finished 403c 1 87 1 403e Raw Material 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. 5. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 403b 404a 404b 405 Chamois fabric Greige goods 403d 788 thousand gallons per day Intermittent (int) FRI Continuous (con) Yes FT No 403f Units (See Table III H=2 Parameter Copper Chromium Nickel Zinc BOD 5 T•SS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.09 <0.01 <0.04 0.25 580 92 >....ry.................. Value A:\NPDESIVICONEMILL.DOC 1 2. 3. STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions) Name I 401a I Burlington Industries Number & Street City County State Zip Code Primary Standard Industrial Classification Code (see instructions) Primary Product or Raw Material (see instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. 5. PretreatmentProvided indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 401b 401c 401d 40le 401f 402 403a 403b 404a 404b 405 1305 Graham St. Burlington Alamance North Carolina 27216 2262 Yarn 403c P01 V\Acrvlic\Cotton 403d \Rayon fibers Units (See uariiit Table III 121 403e H=2 403f 770 thousand gallons per day 50% Intermittent (int) 50% Continuous (con) Yes Fx-1 No Parameter Copper Chromium Nickel Zinc BOD5 TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.4 <0.05 <0.04 <0.05 98 20 Value A:\NPDESIV\BURLINDU.DOC 1. 2. 3 STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions) Name I 401a I Burlington House Finishing Number & Street City County State Zip Code Primary Standard Industrial Classification Code (see instructions) Primary Product or Raw Material (see instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. 5. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 401b 401c 401d 401e 401f 402 403a 403b 404a 404b 405 906 Anthony St. Burlington Alamance North Carolina 27216 2262 Upholstery fabric 403c Poly\Cotton\Rayon\ 403d Propylene fabric Units (see Table III 200 403e H=2 403f 367 thousand gallons per day 65% Intermittent (int) 135q Continuous (con) Yes FRI No Parameter Copper Chromium Nickel Zinc BOD 5 TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.305 <0.05 0.0075 <0.65 85 48 Value A:\NPDESIV\BRLHOUSE.DOC 1 2. 3. 4 5. r STANDARD FORM A - MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility description. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (in thousand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) Major Contributing Facility (see instructions) Name 401a Brown Wooten Mills Number & Street 401b 119 E. Holt St. City 401 c Burlin on County 401d Alamance State 40le North Carolina Zip Code 401f 27216 Primary Standard Industrial 402 2252 Classification Code (see instructions) Primary Product or Raw Material (see instructions) Quantity Product I 403a I Dyed & finished 403c I 13 1403e Raw Material Flow Indicate the volume of water discharged into the municipal system in thousand gallons per day and whether this discharge is intermittent or continuous. Pretreatment Provided indicate if pretreatment is provided prior to entering the municipal system Characteristics of Wastewater (see instructions) 403b 404a 404b 405 women's & children's socks Women's & 403d children's socks 152 thousand gallons per day Intermittent (int) Fx� Continuous (con) Yes XI No Parameter Copper Chromium Nickel BOD 5 Zinc TSS Name Parameter 01042 01034 01067 01092 00310 00530 Number 0.73 0. 32 0.04 <0.05 143 41 <' Value 403f Units (See Table III H=2 A:\NPDESIVIBRWNWOTN.DOC 1 • s s,2 MEMORANDUM OF UNDERSTANDING CITY OF BURLINGTON AND CITY OF GRAHAM COOPERATIVE INSTREAM SAMPLING IN COMPLIANCE WITH NPDES PERMIT In compliance with NPDES permits, the City of Burlington and the City of Graham will enter into agreement for cooperative instream sampling at the specified locations in order to reduce redundant sampling for the East Burlington (NPDES No. NC0023868), South Burlington (NPDES No. NCO023876), and Graham (NPDES No. NC002121.1) wastewater treatment facilities. This agreement shall include a schedule of sample dates; parameters and locations; and reporting of DMR. This agreement has an effective date of April 1,1996. A. Parameters to be sampled will include: Parameter Sample Type Frequency Dissolved Oxygen Grab 3/wk (June -Sept.), 1/wk Oct. -Ma Fecal Coliform Grab 3/wk (June -Sept.), 1/wk Oct. -Ma Temperature Grab 3/wk (June -Sept.), 1/wk Oct. -Ma Conductivity Grab 3/wk (June -Sept.), 1/wk Oct. -Ma Total Phosphorus Grab 3/wk (June -Sept.), 1/wk Oct. -Ma rtho hos hate Grab 3/wk (June -Sept.) only H Grab 3/wk (June -Sept.), 1/wk (Oct. -May) B. Sample locations will be: 1. NCSR 2158 at the bridge (above the dam). 2. Highway 54 at the bridge. C. The set schedule for sampling will be: 1. For 3/week sampling, the days will be Monday, Wednesday, and Thursday. 2. For once a week sampling, the day will be Monday. D. Monthly divisions will be as follows: The City of Graham will be responsible for sampling and analyses during the months of April, May, June, October, November, and December. 2. The City of Burlington will be responsible for sampling and analyses during the months of January, February, March, July, August, and September. 5 E. The data summarized on a NPDES approved form will be forwarded to the respective City by the 15th Iday of each month. The address of the recipient at each City is as follows: 1. Mr. A. D. Isley City of Burlington P. O. Box 1358 Burlington, North Carolina 27216 (910) 222-5132 Fax (910) 222-5133 2. Mr. David Lawson City of Graham n P. O. Drawer 357 Graham, North Carolina 27253 (910) 570-6721 Fax (910) 570-6703 Signed this day March; 9 , 1996 l�� For ty of Burlington o Water Quality Section / Rapid Assessment Group March 20, 1996 MEMORANDUM To: Susan Wilson From: Farrell Keoug Through: Carla Sanders o Subject: Instream and dffluent Monitoringof Orthophosphate Graham WWTP, NCO021211 Burlington - East WWTP, NCO023868 Burlington - South WWTP, NCO023876 Alamance County Wasteload al.locations for these three facilities were completed in November, 1995. Since .that time, the Rapid Assessment Group has been reviewing our instream monitoring requirements and data needs. We have come to the conclusion that, for this cluster of facilities, the need and usefulness of orthophosphate (PO4) is not outweighed by the difficulties associated with sampling for this parameter. Therefore, we are recommending that the requirements for orthophosphate sampling at the effluent and instream be removed from the permit. All other requirements should remain as ou!.Iined in the memorandum dated February 9, 1996. i ` v�l �zzZ_ 13Z �nZ wkl�� t H AA GP-AW4f -- r(Ll( /j i 10 f-'�hN NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCO023868 PERMITTEE NAME: City of Burlington FACILITY NAME: East Burlington Wastewater Treatment Plant Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 001 Design Capacity: 12.0 MGD Domestic (% of Flow): 62 % Industrial (% of Flow): 38 % Comments: "Based on 12.0 MGD and SIU flows given in application. RECEIVING STREAM: the Haw River Class: C-NSW Sub -Basin: 03-06-02 Reference USGS Quad C 21 SW (please attach) County: Alamance Regional Office: Winston-Salem Regional Office Previous Exp. Date: 1/31/96 Treatment Plant Class: IV Classification changes within three miles: No change a `' F `Jy r .0 Requested by: Da Bolden Date: 8/ 10/95 Prepared by:,--'— - Date: z-+ Novaty. nt M5 Reviewed by: Date: I Modeler Date Rec. I # Sc.f> 1 811 o -L 9341 Drainage Area (mi2): 605 Average StreamFlow (cfs): 568 s7010 (cfs): 33.6 w7O10 (cfs): 83.5 30Q2 (cfs): - Toxicity Limits: Chronic (Ceriodaphnia) P / F 36 % February, May, August, and November Upstream Location: SR 1712 [Hopedale Road]' Downstream Location (1): Highway 54' Downstream Location (2): SR 2158 [above dam]' Parameters: temperature, dissolved oxygen, fecal coliform, conductivity, TP" and PO4 ' Special instream monitoring locations or monitoring frequencies: Stream samples shall be collected three times per week during June, July, August, and September and once per week during the remaining months of the year. Facility has been contacted about availability to coordinate monitoring. Orthophosphate need only be taken during months of June, July, August, and September. Monthly Average Summer Winter Wasteflow (MGD): 12.0 130135 (mg/1): 12.0 24.0 NH3N (mg/1): 4.0 8.0 DO (mgft 6.0 6.0 TSS (mg/I): 30 30 Fecal Col. (/100 ml): 200 200 pH (SU): 6-9 6-9 Residual Chlorine (µg/I): monitor monitor TP (mgA): 2.0 *** 2.0 **' Orthophosphate [PO4] (mg/I): monitor"' monitor"' TN (mg/I): monitor monitor Weekly Average Daily Maximum Cadmium (µgft 5.6 12.6 Copper (µg/I): monitor monitor Cyanide (µgft 14 56 Fluoride (µg/I): monitor monitor Lead (µgA): 70 95 Zinc (µgft monitor monitor Chlorides (µg/I): monitor monitor Silver (µg/1): monitor monitor There shall be no discharge of floating solids or visible foam in other than trace amounts. Summer monitoring of Total Phosphorus and Orthophosphate needs to take place on the same days that instream monitoring is performed. Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION Request # 8341 Burlington - East Waste Water Treatment Plant NCO023868 Domestic - 62 % Industrial - 38 % Existing Renewal Stream Characteristic: Haw River USGS # C NSW Date: 03-06-02 Drainage Area (mi2): Alamance Summer 7Q10 (cfs): Winston - Salem Winter 7Q10 (cfs): Bolden Average Flow (cfs): 8 / 10 / 9 5 30Q2 (cfs): C 21 SW IWC (%): Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) �';EcmE[) Dept. c;` EHNR ZP 1 4 ln5 ns;rn-.S ?gym 605 33.6 83.5 568 MICIM, Per Basin Managemecit Strategy, (section €.5 Texie Substances) -Burlington - East, Graham, and Burlington - South were reviewed and allocated based upon a new toxics pro cedure utilizing a statistical review and analysis of current effluent data. The current permit requirements for Burlington - East, Graham, and Burlington - South collectively contain seven instream monitoring sites, (some which are monitored by two different facilities) : SR 1712 (Hopedale Road), Highway 54, SR 2116 (bridge over Haw River), Highway 87 (bridge over Big Alamance Creek), SR 2116 (bridge over Big Alamance Creek), Saxapahaw Lake (above dam), and SR 1005. Recommendations for permit renewals will not change these sites, but the Technical Support Branch requests these facilities coordinate instream monitoring under the guidance of the Winston - Salem Regional Office. Recommendations from the Technical Support Branch would be a collective effort to monitor instream on the same day and if possible at the same time of day. Recommendations for parameters to be monitored instream will change for some of these permits. For example, those permits which previously contained BODS and NH3-N monitoring will no longer be required to take these samples. Instead, all three of these permits will need to take instream TP and orthophosphate samples as well as temperature, dissolved oxygen, fecal coliform, and conductivity. Special Schedule Requirements and additional comments from Reviewers: Recommended Instream Assessment: Regional Supervisor: Permits & Engineering: RETURN TO TECHNICAL SUPPORT BY: OCT 10 'IM uu � 6 IF of t e 41 -s t10t& '• 3u st v tC4,L 4_. 0 9 Nl �'11�15 � wr. G-«.. P t C Existing_ Limits: Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Coliform (/100 ml): pH (SU): Residual Chlorine (µg/l): Oil & Grease (mg/1): Total Phosphorus (mg/1): Total Nitrogen (mg/1): CONVENTIONAL PARAMETERS Monthly Average Summer Winter 12.0 12.0 12.0 24.0 4.0 8.0 5.0 5.0 30" 30 200 200 6-9 6-9 monitor monitor not required not required 2.0 2.0 monitior monitior There shall be no discharge of floating solids or visible foam in other than trace amounts. Recommended Limits: Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Coliform (/100 ml): pH (SU): Residual Chlorine (µg/l): Oil & Grease (mg/1): Total Phosphorus (mg/1): Total Nitrogen (mg/1): Orthophosphate [PO4] (mg/1): Monthly Average Summer Winter 12.0-- 12.0 12.0 24.0 4.0 8.0 5.0 5.0 30 30 200 200 6-9 6-9 monitor monitor not required not required 2.0 * 2.0 monitior monitior monitior * WQ or EL I 0 There shall be no discharge of floating solids or visible foam in other than trace amounts. * Summer monitoring of Total Phosphorus and Orthophosphate needs to take place on the same days that the instream monitoring for these parameters take place. Orthophosphate only needs to be monitored during the summer when the instream monitoring for this parameter is taken. Parameter(s) affected: Limits Changes Due To: (explanation of any modifications to past modeling analysis including new flows, rates, field data, interacting discharges) (See page 4 for miscellaneous and special conditions, if applicable) TOXICS/IVIETALS Existing Limits Weekly Average Daily Maximum Lead (},tg/1): 65 95 Chromium (µg/1): 140 560 Cadmium (µg/1): 5.6 12.6 Nickel (µg/l): 247 988 Mercury (µg/1): 0.034 0.136 Fluoride (mg/1): 5.1 Cyanide W): monitor Zinc (µg/l): monitor Silva (µg/1): monitor Chlorides (µg/1): monitor Copper (µg/1): monitor Recommended Limits Weekly Aver Daily Maximum Lead (µg/1): 95 Chromium (µg/1): not not required [will be monitored in Pretreatment LTMP] Cadmium (µg/l): 5.6 12.6 Nickel (µg/1): not required not required [will be monitored in Pretreatment LTMP] Mercury (itg/I): not required not required [will be monitored in Pretreatment LTMP] Fluoride (mg/1): monitor Quarterly monitoring recommended Cyanide (}tg/1): 14 56 Zinc (;.tg/1): not-r+equired.. ,' , ` , • [will be monitored in Pretreatment LTMP] Silva (µg/l): monitor Chlorides (;tg/1): monitor Copper (}.tg/1): net r luired [will be monitored in Pretreatment LTMP] r Lead: Max. Pred Cw 12 22 out 52 samples were above detection d Allowable Cw �70 ) maximum value was 60 µg/l in April, 1995 Chromium: Max. Pred Cw 30 all values were below detection, (generally < 50 µg/1) Allowable Cw 140 Cadmium: Max. Pred Cw 12.6 / 14 out 53 samples were above detection Allowable Cw 5.6 maximum value was 7 µg/l in June, 1995 (the remiander were 2 and 3 µg/1) Nickel: Max. Pred Cw 34 20 out 52 samples were above detection Allowable Cw 247 maximum value was 19 µg/l in March, 1995 Mercury: Max. Pred Cw 0.0 all values were below detection; 0.2 µg/l Allowable Cw 0.034 Fluoride: Max. Pred Cw 1.3 all values were above detection Allowable Cw 5.1 MrMImvW% pefO)Creo WI&N 'Zoo"' 0 '%UOWAb(E Cyanide Max. Pred Cw 44.4 3 out 12 samples were above detection Allowable Cw 14 maximum value was 12 µg/1 in June, 1995 Zinc: Max. Pred Cw 2,028 all values were above detection Allowable Cw 140 maximum value was 390 µg/l in July, 1995 Silver: Max. Pred Cw 0.0 all values were below detection; 10 µg/l Allowable Cw 0.17 Nvt- " mt,7'o 'N t.TMP Chlorides: Max. Pred Cw 468 all values were above detection Allowable Cw 646 maximum value was 275�r�g/1 m* So pte bery1994 d� Al 6iE Copper: Max. Pred Cw 82 most values were above detection Allowable Cw 19.6 maximum value was 41 µg/l in May, 1995 TOXICS Type of Toxicity Test: Chronic (Caiodaphnia) P / F Toxicity Test Existing Limit: 36 % Recommended Limit: 36 % Monitoring Schedule: February, May, August, November LTMP: arsenic, cadmium, chromium copper, mercury, molybdenum, nickel, lead, selenium, and zinc [Qrtrly] per 40 CFR 503 regs. for Disposal of Biosolids (Pretreatment) _x_ Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. OR No parameters are water quality limited, but this discharge may affect future allocations. INSTREAM MONITORING REQUIREMENTS Upstream Location: SR 1712 [Hopedale Road] Downstream Location (site 1): Highway 54 * Downstream Location (site 2): SR 2158 [above the dam] Parameters: Temperature, dissolved oxygen, fecal coliform, conductivity, TP **, and PO4 ** Special instream monitoring locations or monitoring frequencies: Stream samples shall be collected three times per week during the months of June, July, August, and September and once per week during the remaining months of the year. * NOTE cover page for option of coordinated stream sampling between facilities. ** Orthophosphate need only be taken during months of June, July, August, and September. MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes -,,�'No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Wasteload sent to EPA? (Major) (Y or N) (If yes, then attach updated evaluation of facility, including toxics spreadsheet, modeling analysisif modeled at renewal, and description of how it fits into basinwide plan) Additional Information attached? (Y or N) If yes, explain with attachments. Facility Name Burlington - East Waste Water Treatment Plant Permit # NC0023868 Pipe # 001 CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 36 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform auarj_ejry monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from the effective date of this permit during the months of Feb., May., Aug., and -Nov. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management 4401 Reedy Creek Road Raleigh, N.C. 27607 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re- opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 Permitted Flow IWC Basin & Sub -basin Receiving Stream County QCL P/F Version 9191 33.6 cfs 12.0 MGD 36 % 03-06-02 Haw River d Alamance` I Recommended Date i j"n1,Q.z, 15 Farrell Request # 8341 Facility Name: City of Burlington - East WWTP NPDES No.: N00023868 Type of Waste: 62 % Domestic 38 % Industrial Facility Status: Existing Permit Status: Renewal Stream Characteristic: Receiving Stream: Haw River USGS # Stream Classification: C - NSW Date: Subbasin: 03-06-02 Drainage Area (mi2): 605 County: Alamance Summer 7Q10 (cfs): 33.6 Regional Office: Winston - Salem Winter 7010 (cfs): 83.5 Requestor: Bolden Average Flow (cfs): 568 Date of Request: 8/ 10/95 3002 (cfs): - Topo Quad: C 21 SW IWC (%): 35.6 % Existing WLA checked: x Staff Report: Topo checked: x refer attached map USGS Flows confirmed: IWC Spreadsheet: nr Instream Data: x 1976: WLA for 6.0 mgd w/ limits of 14 mgA BOD5 , 6 mgA NH3-N, 5 mg/I dissolved oxygen, 30 mg/I TSS, 200/100 mL fecal col form, and 6 - 9 SU pH. No toxics requirements. 1981: WLA for both 6.0 mgd, (same limits recommended) and 12.0 mgd w/ limits of 8 mg/I BOD5,, 5 mgA NH3-N, 5 mg/I dissolved oxygen, 30 mg/I TSS,1,000/100 mL fecal coliform, and 6 - 9 SU pH. No toxics requirements. 1982: WLA for summer and winter limits of 12.0 mgd. 1984: Toxicological evaluation indicated problems; high phenols, (not limited in C class waters), mercury was detected, and ammonia levels were potentially acutely toxic. SOC-and instream assessment for increased flow determined that the Burlington —South plant was the cause of instream DO sags, (predicted 4.8 mgA dissolved oxygen approximately 6 miles below Burlington - East discharge). 1985: WLA w/ same limits for 12.0 mgd and addition of mecrury limit (0.7 µgA) and aluminum and zinc monitoring. 1987: reissued with same limits and addition of nickel (0.14 mgA) and lead (0.065 mgA) limits as well as cadmium, chromium, mercury, copper, and zinc monitoring. A chronic toxicity test as well as extensive instream monitoring were added. A 2.0 mgA total phosphorus limit was required by 1990. 'An extensive Level B was developed, but the proposed Level C was not completed due to complications in obtaining TOT data, (refer Burlington - South). 1990: Letter outlying the various instream monitoring requirements included. 1992: reissued with current limits. DMR's pretty good for the most part, dramatic BOD and TSS violations in May, '1995. Instream Monitoring this facility is currently taking BOD5 and NH3-N as part of their instream requirements. After discussing this with Steve Buvington, it was decided that we should drop these and required PO4 at various sites to be coordinated between the two Burlington plants. When the two facility's instream sample averages are compared, it is evident that temperatures drop significantly as this river flows downstream. This should prove pertinent in a modeling analysis as well as trying to develop nutrient loading into the backwaters of the many dams along this stretch of river. Toxicb Testing good toxicity record APAM Dibromochloromethane: 26 µgA 1991, 20.5 µgA 1994 and 18.9 µg/I 1995. 4044 Carcinogen (10-6) with Fed. Organism Consumption Standard of 34 µgA and an Allowable of•S5 jig/I. Burlington - East WWTP NC0023868 Lead: Max. Pred Cw 132 22 out 52 samples were above detection Allowable Cw 70 maximum value was 60 µgA in April, 1995 Chromium: Max. Pred Cw 30 all values were below detection, (generally 50 µgA) Allowable Cw 140 Cadmium: Max. Pred Cw 12.6 14 out 53 samples were above detection Allowable Cw -5.6 maximum value was 7 µgA in June, 1995 (the remiander were 2 and 3 µgA) Nickel: Max. Pred Cw 34 20 out 52 samples were above detection Allowable. Cw 247 maximum value was 19 µgA in March, 1995 Mercury: Max. Pred Cw 0.0 all values were below detection; 0.2 µgA Allowable Cw 0.03 Fluoride: Max. Pred Cw 1.3 all values were•above detection Allowable Cw 5.1 Cyanide: Max. Pred Cw 44.4 3 out 12 samples were above detection Allowable Cw 14 maximum value was 12 µgA in June, 1995 Zinc: Max. Pred Cw 2,028 all values were above detection Allowable Cw 140 maximum value was 390 µgA in July, 1995 Silver: Max. Pred Cw 0.0 all values were below detection;10 µgA Allowable Cw 0.17 Chlorides: Max. Pred Cw 467.5 all values were above detection Allowable Cw 645.5 maximum value was 275 mg/I in September, 1994 Copper: Max. Pred Cw 82 most values were above detection Allowable Cw 19.6 maximum value was 41 µgA in May, 1995 SI U's Effleunt Considerations Tower Hosiery 0.063 mgd (Intermittent discharge) Cr, Cu, Ni, Zn, BOD, TSS Park Ave. Division [dye & finish] 0.829 mgd (Intermittent discharge) Cr, Cu, Ni, Zn, BOD, TSS Kingstree Knits [dye & finish] 0.611 mgd (Intermittent discharge) Cr, Cu, Ni, Zn, BOD, TSS Glenspun Plant [dye & acrylic] 0.729 mgd (Continuous; discharge) Cr, Cu, Ni, Zn, BOD, TSS Engineered Controls [metal assembly] 0.006 mgd (Intermittent discharge) Cr, Cu, Ni, Zn, BOD, TSS Copland Fabrics [assembly] 0.247 mgd (Continuous discharge) Cr, Cu, Ni, ZN, BOD, TSS Cone Mills [dye & finish] 0.788 mgd (Intermittent discharge) Cr, Cu, Ni, Zn, BOD, TSS Burlington Industries [yarn] 0.770 mgd (50 % / 50 % discharge) Cr, Cu, Ni, Zn, BOD, TSS Burlington Home Finishing [upholstery] 0.367 mgd (50 % / 50 % discharge) Cr, Cu, Ni, Zn, BOD, TSS Brown Wooten Mills [dye & finish] 0.152 mgd (Continuous discharge) Cr, Cu, Ni, Zn, BOD, TSS 6v�zuuo�o�l E+an 4YATP (o•o). NGOOZiB NCAO Z38G8 ��Qlo ; 33.6 eFo) ♦IuF{ �D (o'�i — iaRl�Kisth nicoo ZGandwm �-CP y��sv _ 1 3'{ c��J -ty�J 4- I n,.lcg Grrr o� GQolo1 'u�ACfziZ F1 j1 i - H�ks CvomT" club sa 01_0465-400t7 `t34 s2z116 z'sd (-SS E . Bw2unl�zvN $oJrN Wu3 ID w-Doz3a--46_{o•M)�� 8tG Alr��n.J ^c4L G S M.Ic� '5L'P-"VGTOII LoVT11 MCJDOZ,39 9.5 Alm QRnp�d It•i7� `6 ;4 mi wear IImItEc VA3Cc1 pN i�Jfr�znr_.�-ioN� (�s�. V(7,F .jhn . �E dk5l-ANCE...5 betwecN tq,_'E �Ac,��t�c� r.�n� the lncl� O� ANC-CR4n15I0orLT pAro Frstc <<wciclti Voti -4'PX1�} :. �VQI�:Ci W 'i�•C 51pNcIQ2�-I bC-IN� loASc"1 z N Toxics Interactions for Haw River 1otNl, 45 Opp05-c� t� b10 �IVA�I�Jb1CJ m/tYC-S 3v5+1FulIN31 arrzl<.tc¢� l,m�t'S bQxcl onl INtr2Ac+,,�Il chyitch . i'hc- Epee--47s n-E-r IRVO J j?rI'�Ct ^rrs l,M\�} (pPaEcl ON C�l�Glnldl?F.� S�3C N1\!b rl 5��1C7 V�\ck 15 (rU I l,c•ri b,7 I • 5 �1,.,5 5t 1\1 C1'vE1 a \� 0\`.S I1M,�5 WIn,Lk �2E �tR1c�G4-i1,Al� vsly� ��F. CAI\ 1�/v FyvA+lanl AIoNG. It �I.wld bE /vv�--c\ ii,,i- �y�y.nl�.lcm1- .JVV'tt�• n�`YvcaVt� cll�c4,A2��S a1C� Algm)gMCc. c-arc-k_ O.4 r,l qWA� '�(r_p►„�, Flnw fZlve2� �nJo t1�12 lln•� s «�ttl 1v� b�05cc� In/ �Illl�tl�rJ /01t1? w,t) lx SfRictc=:c.-t+tA�.► 'tbtE SE- . �1-s= col\ow11� i Ab\c s ►.ows (o aSs 1�j1E 111h1t� �o � tllE rtdX1L� 1ll'ti\C�� 12�-�U12E ��.elh,� t110bE IN QARC.N75 ( A2c bQSccL ON fI�IS IIV{L 1 bOaGcl ON IIIn,oN - 1WC. IL 14% �u�1�4�E� �� Burlington -East City of Graham :%dlnlvlh S•& (3 40 Net CMVIR1=c) �13� =6,pN,c(E 114 0.5) -4 N,,. z,%,j,ar-vt NCO023868 NCO021211 -C4x4 �o•z(K�•v) �1 Nor estuteed 06Z-4) 12 MGD 3.5 MGD V\G-RCkR f Nar V,n"k (o•oz3� 0.(f09 (0.o1s) -x 33.6 cfs 7010 34 cfs 7010 4- Old PK-:umT )K,d MOn1,jkael^� R GTjIRL'o'1crrr -4 # Oki Fkaft ' I m*% 6$,t,wjz- o� 1 Parameter Sta�darld/ Total Allowable Total Allowable Burlington - East µ9A A/d 110 #/d 99ll Arsenic 50.0 28.4 124.0 9.5 94.8 Cadmium 2.0 1.1 5.0 0.4 3.8 (s•6) Chromium 50.0 28.4 124.0 9.5 94.8 ( IL4a) Copper 7.0 4.0 17.4 1.3 13.3 of-onlcim) Cyanide 5.0 2.8 12.4 0.9 9.5 Cmorol+�) Lead 25.0 14.2 62.0 4.7 47.4 (6s) Mercury 0.012 0.007 0.0 0.0 0.023 (o.o39) - Nickel 88.0 50.1 218.3 16.7 166.8 (-cy3) Selenium 5.0 2.8 12.4 0.9 9.5 Silver 0.1 0.03 0.1 0.0 0.11 (maurtaa) Zinc 50.0 28.4 124.0 9.5 94.8cMo>„t�z� Ur r7> 1orajEd -o cI11UfioN Wrvut IMt*awct1W (� (33.6 :3 ti3O) I u4LUY_,Tp�l - (3y:-4�y,n) GZ]IAAM (3.0:4R10) 811111 N,StOM1 S OUiN a� 140 36q 53 cd 6 IS Z Cz 1y o 36y 53 co zo 51 3 Pb Q 18Z 7-9 140 v-034 o•o84 0.014 NI z1-1-1• 641 1OZ. Aa O 1:4 0•114 0.03 am ILI o 36-1 58 CAI 14 34.3 6 �' N 47- c-N) Burlington - South NCO023876 12 MGD 63 cis 7Q10 1-s 4 :4Q10 City of Graham Burlington - South N / d µgA M / d µ9/I 9.5 324.9 9.5 94.8 0.4 13.0 0-7-) 0.4 3.8 (z) 9.5 324.9 (rnnwi-o2) 9.5 94.8 (ss) 1.3 45.5 ("mt-.t) 1.3 13.3 C ►v ktart,) 0.9 32.5 (ro.v) 0.9 9.5 (s-o) 4.7 162.4 (-5) 4.7 47.4 (zq) 0.0 0.078 (moiv,ro.) 0.0 0.023 (o.o ILI) 16.7 571.8 (87) 16.7 166.8(Ioz) 0.9 32.5 0.9 9.5 0.0 0.39 0.0 0.11 c"N.toa.) 9.5 324.9(nu toe) 9.5 94.8(--oNdvt,) Total Allowable [Mass] _ [ ((( (Total mgd' 1.547) + 7010) ' Standard) / Total mgd) ] ' ( 0.00834' Total mgd ) slat 16MIIvori - 50lrT14 15 1NC1WIC-j& Total Allowable [Concentration] = ( Total Allowable [Mass] / 0.00834) / Total mgd Amr� ,NI(, Allowable [Mass] = Total Allowable [Mass] / # of dischargers (this Is a macro which depends upon the mgd Input) Clo ^rot" atig2E i,n,l's bAScc\ ON thc_ Allowable [Concentration] = ( Total Allowable [Concentration] / Total mgd) ' Discharger's mgd gAhrc Pg2Ametcl-, l W,%l PC -CV jxC- G �tt)�c�urcaF IIr,1r llm t-, WAnc-c ON 81lgt,aW - TorPL IWC_ 50•3'/o (IoAaC-C` ON Acld,t+0,V ei All dlxl.l,rrr At\o A s'-1Q►O 6Q 14z 8/10/95 Burlington - South Waste Water Treatment Plant NC0023868 Upstream: SR 1712 [Hopedale Roe Month Temp DO Saturation Fecal NH3- N Temp DO Saturation Fecal NH3 - N Jul-95 23 7.9 92% 210 < 0.5 0% Jun-95 20 8.4 92% 750 < 0.5 0% May-95 16 8.2 83% 53 < 0.5 0% Apr-95 15 8.9 88% 39 < 0.5 0% Mar-95 9 11.2 97% 136 < 0.5 0% Feb-95 3 12.9 96% 63 < 0.5 0% Jan-95 3 13.6 101% 508 <0.5 0% Dec-94 6 11.4 91% 22 <0.5 0% Nov-94 9 10.1 87% 110 < 0.5 0% Oct-94 15 9.2 91 % 139 < 0.5 0% Sep-94 19 8.3 90% 98 < 0.5 0% Au -94 22 7.9 90% 3" < 0.5 1 1 0% Downstream silo I]: Hwy 54 r+60YF C'a",c'v Downstream site 2 : SR 2158 r.h a/E �veltNgtanJ,T„ K. . Month Temp DO Saturation Fecal NH3 - N Temp DO Saturation Fecal NH3 - N Jul-95 23 7.4 86% 361 < 0.5 24 7.3 87% 750 < 0.5 Jun-95 20 7.9 87% 904 <0.5 21 7.6 85% 1,318 <0.5 May-95 18 7.2 76% 144 < 0.5 18 7.5 79% 132 < 0.5 Apr-95 15 8.2 81 % 81 < 0.5 16 8.1 82% 146 < 0.5 Mar-95 9 10.8 93% 117 < 0.5 9 10.6 91 % 204 < 0.5 Feb -95 3 12.6 94% 145 < 0.5 3 12.2 91 % 241 < 0.5 Jan-95 3 12.8 95% 628 < 0.5 3 12.5 93% 466 < 0.5 Dec-94 6 11.2 90% 73 < 0.5 6 11.2 90% 86 < 0.5 Nov-94 10 9.8 87% 183 < 0.5 9 9.6 83% 219 < 0.5 Oct-94 15 8.6 85% 333 < 0.5 15 8.7 86% 323 < 0.5 Sep-94 20 7.7 85% 175 < 0.5 20 7.8 86% 183 < 0.5 Au -94 23 7.5 87% 333 < 0.5 23 7.3 85% 323 < 0.5 Ammonls [214 mgA] - Residual Chlorine - Fecal Conform Inetream Waste Concentrations Ammonia as NH3 Residual Chlorine (summer) 7010 (cfs) 33.6 33.6 7010 (de) Design Flow (mgd) 12 12 Design Flow (mgd) Design Flow (cis) 18.564 18.564 Design Flow (cfs) Stream Std (mg/1) 17 1 Stream Std (mg/1) Upstream bkgrd level (mgd) 0 0.22 Upstream bkgrd level (mgA) IWC (%) 35.6% 35.6% IWC (%) Allowable Concentration (mgA) 47.8 2.4 Allowable Concentration (mgA) Ammonia ss NH3 (winter) 83.5 7010 (cfs) 12 Design Flow (mgd) Fecal Limit 200/100ml 18.564 Design Flow (cfs) Rato of 1.e :1 1.8 Stream Std (mg/1) 0.22 Upstream bkgrd level (mg/1) 18.2% IWC (%) 8.9 Allowable Concentration (mg/1) �V1. Zlll biG Atnn11Wca, CRFEIC Post -it" Fax Note 7671 Date Z-4 pages t To oral From F %- KC6 t.f Co./Dept. WLiJTP Co. NC Phone # Phone ## ,�SS� - 64o Fax #qt0- b"�'t5-� Fax# t - 3-cy Post -it" Fax Note 7671 Date Ncis pages To 4 s From 4R.QF-LL Co./Dept. '16muWn'T'DA < < 5 Co. ro M Phone # Phone # gt1-� - 3 tx Fax # t _ Z.Z't- 51 3 Fax # l - �33 The current permit requirements for Burlington - East, Graham, and Burlington - South collectively contain seven instream monitoring sites, (some which are monitored by two different facilities) : - SR 1712 (Hopedale Road), Highway 54, SR 2116 (bridge over Haw River), Highway 87 (bridge over Big Alamance Creek), SR 2116 (bridge over Big Alamance Creek), Saxapahaw Lake (above dam), and SR 1006. Recommendations for permit renewals will not change these sites, but the Technical Support Branch requests these facilities coordinate instream monitoring under the guidance of the Winston - Salem Regional Office. Recommendations from the Technical Support Branch would be a collective effort to monitor instream on the same day and if possible at the same time of day. Recommendations for parameters to be monitored instream will change for some of these permits. For example, those permits which previously contained BOD5 and NH3-N monitoring will no longer be required to take these samples. Instead, all three of these permits will need to take instream TP and orthophosphate samples as well as temperature, dissolved oxygen, fecal coliform, and conductivity. Recommended instream monitoring locations and sampling protocol if coordination between facilities is not chosen: City of Graham Waste Water Treatment Plant NCO021211 Upstream Location: NC Highway 54 * Downstream Location: SR 2158 (above the dam) ` Parameters: Temperature, dissolved oxygen, fecal coliform, conductivity, TP **, and PO4 ** Special instream monitoring locations or monitoring frequencies: Stream samples shall be collected three times per week during the months of June, July, August, and September and once per week during the remaining months of the year. ` NOTE cover page for option of coordinated stream sampling between facilities. ** Orthophosphate need only be taken during months of June; July, August, and September. Burlington - East Waste Water Treatment Plant NCO023868 Upstream Location: SR 1712 [Hopedale Road] Downstream Location (site 1): Highway 54 * Downstream Location (site 2): SR 2158 [above the dam] Parameters: Temperature, dissolved oxygen, fecal coliform, conductivity, TP **, and PO4 ** Special instream monitoring locations or monitoring frequencies: Stream samples shall be collected three times per week during the months of June, July, August, and September and once per week during the remaining months of the year. * NOTE cover page for option of coordinated stream sampling between facilities. ** Orthophosphate need only be taken during months of June, July, August, and September. Burlington - South Waste Water Treatment Plant NCO023876 Upstream Location: Highway 87 * Downstream Location (site 1): SR 2116 [Boys Woods Road] Downstream Location (site 2): Saxapahaw Lake [above dam] Downstream Location (site 3): SR 1005 * Parameters: Temperature, dissolved oxygen, fecal coliform, conductivity, TP **, and PO4 ** Special instream monitoring locations or monitoring frequencies: Stream samples shall be collected three times per week during the months of June, July, August, and September and once per week during the remaining months of the year. * NOTE cover page for option of coordinated stream sampling between facilities. ** Orthophosphate need onlv be taken durina months of June. July. Auaust, and September. :E EFFLUENT TOXICITY TESTING 0[SEL.F-MONITORING SUMMARY] Mon, Jul 17, 1995 • ITY RFOUIRFMF.NT YFAR JAN FF,D MAR APR MAY JUN JUL AUG SEP OCT NOV DF.0 t I Co. -(;.If Prods. Div/001 PERM:2411R LC50 AC MONII' EPIS ITfID (GRAD) 911361451001 Ilcgin:10/1/93 Frequency: 3OWDIA NonCmnp: 92 - - - - - >1001,37.0911-- 32.991t- ly:Johnston Region: RRO Subbasin: NEU02 93 70.71ft - - - - -- - - -- - - 42.04f 'ARIES Special 94 45.271 61.241 -- - <12.51 - - -- - - - - - :0.0 IWC(%): 100.0 Order: 95 - - ••- - - d WWTP PERM CIIR LIM:2.4% y 91 Pass - -- Pass - - Pass - - Pass - - 160534/001 Begin: 10/1/90 Frequency: Q P/F A Jul Oct tan Apr NonComp: 92 Paps ... -- Pass - - pass - •- pass - - ty:T.n ylvnnin (legion: ARO Subbasin: I• IC B02 03 Pass •-• - Pass •- - Pans - -- Pass •- - .50 Special 94 Pass -- - Pass - --• Pass •- --- Pass -- -•- : 161.0 IWC(%):2.40 Oder: 95 Pass - - Pass - rood Subdivision. Rayco Ulili(ics Penn chr lim:49%(Ibis requirement not effective until 7/1/95) 91 ' )28746/001 Begin:2/1/95 Frequency: Q 11/17 A Jan Apr Jul Oct NonComp:Single 92 ty:Stokes Region: WSRO Subbuin: ROA 93 .05 Special 94 IWC(%):49 Order. 95 way W WTP LET CIIR TAR:83% 91 3.20' NR N' N' Late N' N' N' N' 70.7' N' 7.1' )59242/001 Begin:1/23/92 Frequency: Q P117 A Mar Jun Sep Dec NonComp: 92 >100' N' Pass - -- Pass - - Pass - - Pass ly: Lxc Region: RRO Subbasin: CPF07 93 - -- Pass - - Pass - - Fell Pass - NFt/Pass .16 Si-W 94 _- --. Fall Fell Pnss Leto Page ... Pass - -- Pass 0.05 IWC(%):83 Orkr. 95 Pass -- NR •- Pass City W WTP PERM:241IR P/F AC LIM 9096 (IT11D) 91 Pass - Page N' - - N' •- - N' - - 126557/001 Dcgiu:8/1/93 1'mqucacy: Q a Inn Apr Jul Oct NonComp:SINGI_E 92 >100' -- ... >100' - -- Late >100' - >100' -- -- ty:Swain Region: ARO Subbasin: IANO2 93 >100' - - >100' - - >100' - - Passl - - .60 Special 94 Panel - - Penal - - Panel - - Passf - - : 365.00 IWC(%):0.253 O der: 95 Passf - -- Passl - Crcek W WTP PERM:24HR AC P/F LIM 90% (FLHD) 91 - Feilf Passl - Fail to Penal Passf Passf - - Passf )30091/001 Begin:9/l/93 Frequency: Q A Ian Apr Jul Oct NonComp:SINGLE 92 - - - Passf - Panel - - Passf - - Penal ty: Hamett Region: FRO Subbasin: CPF07 93 - - - Passf Passl NR - Passf - Fall Pass! - 50 Special 94 Panel - - Fail Penal - Passf - - Passf - - 1:600.00 IWC(%):0.13 Order:. 95 Passl - - Passf - mbe County MSD PERM CNR LIM:11.7% & AC LIM 24HR Q P/F 90% (FHID) 91 --- P. Pf ... •- P,Pf - -- P,Pf - -- P,Pf - )24911/001 Begin:7/1/89 Frequency: Q P/F A Feb May Aug Nov NonComp: 92 -- Pass,Ff Pass( - Pass,Passl - - Passl,Pass - - pass(,pass - ty:Buncombe Region: ARO Subbasin:FRB02 93 - Pass,Passl - -- Pass,FaB! Passf - Pass,Pass! - - Pass,>1001 - 0.0 special 94 -- Pess,>1o0f - - Pase,passl - - Pass,Passl - - pass,passl - 1:466.00 IWC(%): 11.7 Order 95 •- pass,passl - - Passf,Pass W WTP PERM CIIR LIMN 1% (Nf?W PERM 411/95) 91 N3 NR Fell Pass - - Fell - -- pass )42269/001 Degin:3/1/93 Freprency: Q P/F a Mar Jun Sep Dec NonComp:SINGLF 92 -- - at - Fad Pass -• - Late Pass - Pass 4y:Franklin Region: RRO Subbuin:'fAR01 93 - - Pass --- - Pass - - pass - - PR I50 Special 94 pass - Pass - - Pass - - Pass - - Pass I: 1.8 IWC:(%):11.44 Order. 95 - - Pass -- -- w W WTP PERM CIIR LIM: 90% Y 91 Fad - -- pass - -•- Fall -- -- Pass •- - )21113/001 Begin:9/1/94 Frequency: Q ['IF A Jan Apr Jul Oct NonComp:SINGLE 92 Pass - -- Fail - •- Fall - - Pass - •- 1ty:Pendet Region:WIRO Subbasin:CPF23 93 Pass - - Pass - - Fad - --- Pass - - 1.50 SP-W SOC: W27/94-9/30/96 P-2 CHR MONIT Q (100, 90. 70, 45, 30) 94 Pass - -• Pass - - Pass - -- Fell,Pass - - ):0.0() IW('(`1f): 100.00 OM- 05 >100 -_ --- >100 )ton East WW'fP PERM CLLR LIM:36% Y 91 ••. Pass -- ... Pass - -- Pass - - Pass - )23868/001 Begin:10/1/93 Frequency: Q P/F A Feb May Aug Nov NonComp:SINGLE 92 - Pass - - Pass - - NR - - Pass -- ay:Alanunce Region: WSRO Subbasin: CPF02 93 -- Pass,>100 -- -- Pass - - Pass •- - pass •- 2.0 Special 94 - Pass - -- Pass - - Pass - - Pass - ):33.6 IWC(%):35.63 Order 95 -- Pass --- -- Pass glon Ind. -Cowan 001 PERM CIIR LIM:5.0%; IFIT 2.5MGD CIIR LIM 7% 91 Pass - -- Pass - - Pass - - Pass - - YM25/001 Begin:5/1/93 Frxpancy: Q 11/1' A Jan Apr )ul (lit NonComp:SINGL H 92 Pass •- - Pass ••- -- Pass •-- -- Page •-• - 1ty:Rutherfonl Region: ARO Subbasin: BRD02 93 Pass •-- •- Pass -- •-• Pass -- - Pass - - ;,00 Special 94 Pass - - Pass - -- Pass - - Late Pass •- 1 53.3 IWC(%):5.48 Order 95 Pass - - Pass - tsecutive failures = significant noncompliance Y Pre 1991 Data Available ID: = Permit Requirement LET = Administrative Letter - Target Frequency = Monitoring frequency: Q- Quarterly; M- Monthly; DM- Bimonthly; SA- Semiannually; A- Annually; OWD- Only when discharging; D- Discontinued monitoring requirement; IS- Conducting independent study lint month requited 7Q 10 = Receiving stream low Dow criterion (cfs) A = quarterly monitoring increases to monthly upon single failure Months that testing must occur - ex. JAN,APR,IIJL,OCT NonComp = Current Compliance Requirement :rmitted Bow (MGD) IWC%= lnstream waste concentration P/F = Pass/Fail chronic test AC = Acute CIIR = Chronic otation: f - Fathead Minnow: w - Ceriodaphnia so.: my - Mvsid shrimp. ChV • Chronic value: P - Mortality of stated percentage at hilliest concentration: at - Performed by DEM Tox Eva] Group; bt - Dad test ng Notation: -- Dau not required; NR - Not reported; ( ) - Beginning of Quarter Facility Activity Status: 1 - Inactive, N - Newly Issued(To construct); 11 - Active but not discharging; t-More data available for month in question ]=ORC signature needed 5 July, 1995 through August, 1994 Facility Name= NPDES # = Ow (MGD) = 70103 (cfs}_ 1WC (%) = Burlington - East WWTP NCO023868 12.00 m d 33.60 cfs 35.63 % FINAL RESULTS Lead Maximum Value 60.0 g'�oN SPA: old PEQIn - Max. Pred Cw 132 0 --- Allowable Cw Urn(T 70.2 1.) 44.4 65 Chromium Maximum Value 25.0 Max. Pred Cw 30.0 Allowable Cw nrar t%L"Oca 140.3 14 $` 140 Cadmium Maximum Value 7.0 Max. Pred Cw 12.6 Allowable Cw uTMn- 5.6 3 $ 5-6 Nickel 1 Maximum Value 20.0 Max. Pred Cw 34.0 Allowable Cw nrar a-•6u°" 247.0. t 6 G •8 Z4 -+ i Mercury Maximum Value 0.1 Max. Pred Cw 0.0 Allowable Cw near R�u�'. l/ 0 .0'S p,.pz`3 0,a3y Fluoride Maximum Value 1.1 Max. Pred Cw r 1.3 Allowable Cw n'0r `��j°1�' 5.1 �'`►` moron Zinc [AL] Maximum Value 390.0 Max. Pred Cw 2028.00 Allowable Cw MONI-toZ 140.32 g4;g rnoNA6L Sliver [AL] Maximum Value 5.0 Max. Pred Cw 0.0 Allowable Cw u� R� u` 0 2 J o : i 1 ` ` ``MbNO '2 i Chloride. [AL] Maximum Value 275.0 Max. Pred Cw 467.50 y36?4% ft Allowable Cw a� Job 645AS Copper [AL] Maximum Value 41.0 Max. Pred Cw 82.0' Allowable Cw MON'� bfL 19.6 f 3.3 -)ONO '012, Cyanide Maximum Value 12.0 Max. Pred Cw 44A Allowable Cw Li M T Q .'i 14.0 rn6 N vt 6YL 8/24/95 sad= n 1 2 3 4 5 6 7 e 9 10 11 12 13 14 16 16 17 16 19 20 21 22 23 24 25 25 27 26 29 30 31 32 33 34 36 36 37 3e 39 40 41 42 43 44 45 46 47 45 49 50 61 62 63 54 55 Lead 25 p91 BDW2DL R 12 DL RESULTS 5 SW Dew. 8.6 5 Mean 8.8 5 C.V. 1.0 5 ' 2.5 ' 2.5 W&J'ador. 12 2.5 Max. Value 60 go 2.5 ' Max- Prod Cw 132 µg1 5 Allowable Cw 70 pg1 5 10 May-95 20 MSy-05 10 May-" 5 ' 5 ' 20 Apr-05 50 Apr-05 5 ' 5 ' 5 ' 6 ' 5 ' 5 ' 5 ' b ' 10 Feb-95 5 5 ' 5 ' 10 Jan-05 10 Dec-94 10 Dec-04 10 Dec94 10 Dec-04 10 Dec-04 10 Nov-94 10 Nw-04 10 Nov-04 20 Nov-04' 5 ' 5 ' 5 ' 5 ' 5 5 ' 10 Sep-84 10 Sep-94 5 ' 10 Aug-04 10 Aug-04 20 Aug-04 20 Aug,94 July.1995 through Augua1.1994 ,mortar= Chromium Sid- 50 pgt n BDW/2DL A12131- RESULTS 1 25 SW Dew. 5.4 2 25 Mean 23.5 3 25 C.V. 0.2 4 25 ' 6 25 ' 6 25 MiMFader- 1.2 7 25 Max. Value 25 6 25 Max Prod Cw 30 9 25 Allowable Cw 140 10 25 ' 11 25 ' 12 25 ' 13 25 ' 14 25 ' 16 25 ' 16 25 ' 17 25 ' 16 "' 25 ' 19 25 ' 20 25 ' 21 25 ' 22 25 ' 21 25 ' 24 25 ' 26 25 ' 25 25 27 25 ' 26 25 ' 29 5 ' 30 5 ' 31 26 ' 32 25 ' 33 25 ' 34 25 ' 36 25 ' 36 25 ' 37 25 ' 33 25 ' 39 25 ' 40 25 ' 41 25 ' 42 5 ' 43 5 ' 44 25 ' 45 25 ' 4e 25 ' 47 25 ' 46 26 ' 49 25 6o 25 51 25 ' 52 25 ' 53 54 66 Pammar= Cadmiun sra,daw= 2 pyl n BDW2DL d 12 DL RESULTS 1 1 Std Dew. 0.9 2 1 Mean 1.4 3 1 C.V. 0.7 4 1 ' 6 1 6 1 MUltFacbr- 1.8 7 1 ' Max. Value 7.0 6 1 ' Max Prod Cw 12.6 9 7 - Jun-05 Allowable Cw 8.6 10 1 12 1 ' 13 1 ' 14 3 Mey95 17 1 ' .1e 1 ' 19 1 ' 20 1 ' 21 1 ' 22 1 ' 23 1 ' 24 1 ' 26 1 ' 26 1 ' 27 2 ' Feb•95 23 1 ' 29 0.5 ' 30 0.6 ' 31 2 • Jan-95 32 1 ' 33 1 ' 34 1 ' 36 2 Dec-04 36 2 DOC•94 37 2 .Now-04 35 1 ' 39 1 ' 40 1 ' 41 2 ' Oct-94 42 1 ' 43 1 ' 46 1 ' 46 1 ' 47 2 Sep-94 4e 2 ' Sep-84 49 1 ' 50 2 Aug-04 61 2 Aug-04 62 2 Aug-04 63 2 • Aug•84 64 55 July.1995 through August, 1094 Sradard= n 1 2 3 4 6 e 7 e e 10 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 30 39 40 41 42 43 44 45 46 47 4a 49 50 61 62 63 54 55 Nickel 88 pg4 BDL-12DL if 12 DL RESULTS 20 Std Dew. 5.5 20 Mean 9.5 20 C.V. 0.6 5 20 20 ACHFactor. 1.7 20 Max. Value 20 pan 20 Max. Prod Cw 34 pyl 5 Allowable Cw 247 pyl 11 May-95 11 May-95 10 May-95 15 May-95 5 5 5 5 5 5 12 Mar-95 -19 Mar-95 11 Mar-95 5 10 Feb-95 -14 Feta95 10 Feb-95 5 5 2.5 2.5 5 5 11 Dec-84 -13 . Dec-94 11 Dec-94 5 5 5 11 Nov-94 5 5 5 5 5 5 10 Sep-94 12 -Sep-94 5 12 Aug-94 10 Aug-G4 10 Aug-04 11 Aug-94 P.T meter= Mercury Standard= 0.012 pg4 n BDL�I2DL rf 12 DL RESULTS 1 0.1 Std Dev. 0.0 2 0.1 Mean 0.1 3 0.1 C.V. 0.0 4 0.1 5 0.1 6 0.1 AMFactor - 0.0 7 0.1 Max. Value 0.10 a 0.1 Max. Prod Cw 0.00 9 0.1 Allowable Cw 0.03 10 0.1 11 0.1, 12 0.1 13 0.1 14 0.1 i6 0.1 1a 0.1 17 0.1 18 0.1 19 0.1 20 0.1 21 0.1 22 0.1 23 0.1 24 0.1 25 0.1 26 0.1 z7 0.1 28 0.1 29 0.1 30 0.1 31 0.1 32 0.1 33 0.1 34 0.1 36 0.1 36 0.1 37 0.1 35 0.1 39 0.1 40 0.1 41 0.1 42 0.1 43 0.1 44 0.1 45 0.1 46 0.1 47 0.1 46 0.1 49 0.1 so 0.1 51 0.1 52 0.1 63 54 55 ,aamemr= Fluoride Standard= 1.8 m94 n BDL-12DL 'if 12 DL RESULTS 1 0.73 SW Dev. 0.1 2 0.9 Mean 0.9 3 1.03 Jum C.V. 0.2 4 0.98 5 0.87 9 0.73 Ask Factor - 1.2 7 0.92 Max. Value 1.1 a 0.96 Max Prod Cw 1.3 9 0.69 Allowable Cw M 10 0.85 11 0.79 12 0.79 13 0.95 14 0.9 16 1 16 0.9 17 0.9 to 0.8 19 0.7 20 0.8 21 0.9 22 0.5 23 0.5 24 0.5 25 0.8 26 0.9 27 0.8 28 0.7 29 0.9 30 0.8 31 1.07 Dec-84 32 0.92 33 0.93 34 0.96 35 0.89 36 0.96 37 1.01 36 0.76 39 0.86 40 0.86 41 0.82 42 0.85 43 0.92 44 0.76 45 0.81 46 0.98 47 0.93 48 0.83 49 0.93 so 1.05 Aug-94 51 1.06 Aug-94 52 0.96 63 5< 65 Ju17.19% through August 1094 samara= Zinc [AL] stadad= 50 pyl n BDL-12DL d 12 DL RESULTS 1 39M Ju495 SW Dow. 96.6 2 50 Mean 91.8 ' 3 43 C.V. 1.1 4 60 6 57 a 86 M& Facbr- &2 7 83 Max. Value 390 po a 103 Max. Prod Cw 2928 pan 9 52 AllowablaCw 140 pp1 10 98 11 34 12 46 13 14 16 16 17 1a 19 20 21 22 21 24 26 26 27 28 29 30 31 32 33 34 36 36 37 38 39 40 41 42 43 44 46 46 47 4a 49 60 61 62 63 54 66 0 Paranetw= Silver [AL] waded= 0.06 M4 n BDL.I2DL d 12 DL RESULTS 1 5 SW Der. 0.0 2 5 ' Man 5.0 3 5 ' C.V. 0.0 4 5 ' a 5 A1ullFactor- 0.0 7 5 ' Max. Value 6.00 pg1 a 5 Max. Prod Cw 0.00 po 9 b Mow" Cw 0.17 Wn 10 5 ' 11 5 12 5 ' 13 14 16 16 17 1a 19 20 21 22 23 24 26 26 27 28 29 30 31 32 33 34 36 36 37 38 39 40 41 42 43 44 46 46 47 45 49 60 61 62 63 64 66 n 1 2 3 4 5 6 7 a 9 10 11 12 13 14 i6 16 17 18 19 20 21 22 23 24 26 26 27 28 29 30 31 32 33 34 36 36 37 38 39 40 41 42 43 M 45 46 47 46 49 60 61 62 53 54 55 Chloride [AL] 230 pyl BDL.I2DL d /2 DL RESULTS 100 SW Dow. 61.1 270 Jun435 Mean 19&7 160 C.V. 0.3 205 215 255 MUYFactor - 1.7 90 Max. Value 275 240 Max. Prod Cw 468 205 Allowable Cw 645 190 275 Sep-04 155 July.19M through Auguet,1904