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Home My WebLink AboutNC0024210_Permit Issuance_19960219Mod i-Red 12/96 State 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 AJ a [DFEE HNR February 19, 1996 Mr. Perry Kairis, Director of Water and Sewer Utilities City of High Point P.O. Box 230 High Point, North Carolina 27261 Subject: NPDES Issuance High Point Eastside W WTP NPDES Permit No. NCO024210 Guilford County 161"3Vra:fttP(�i In accordance with your application for a permit received July 7, 1995 we are forwarding herewith the subject State - 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 US Environmental Protection Agency dated December 6, 1983. The Division has previously expressed concerns regarding the power failures and pass-through5 at the plant, as well as inflow and infiltration (UI) problems in the City's collection system. The pass- throughs incurred during periods of elevated rainfall are a concern due to the potential contribution to currently documented nutrient problems within this watershed. As stated in the Division's cover letter to the draft permit, this Ifl issue should be thoroughly addressed prior to expansion of the treatment plant. A review of this issue will be requested with High Point's preparation of an Environmental Assessment. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicative 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. Please take notice this permit is not transferable. Part II, E.4. 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. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper If you have any questions concerning this permit, please contact Susan Wilson at telephone number (919) 733-5083, extension 555. Sincerely, Original Signed By D vid A Goodrich A. Preston Howard, Jr., P.E. cc: Central Files Winston-Salem Regional Office Mr. Roosevelt Childress, EPA Permits and Engineering Unit Facility Assessment Unit Aquatic Toxicology and Survey Unit Permit No. NCO024210 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT 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 High Point is hereby authorized to discharge wastewater from a facility located at High Point Eastside Wastewater Treatment Plant on Riverdale Drive east of High Point Guilford County to receiving waters designated as Richland Creek in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. The permit shall become effective April-1, 1996. Aue, 3 (�_�ZV& I This permit and the authorization to discharge shall expire at midnight on M WW1. Signed this day February; 1996. Original Signed BY David A. Goodrich A. Preston Howard, Jr., P.E., Director Division of Environmental Management By Authority of the Environmental Mangement Commission Permit No. NCO024210 SUPPLEMENT TO PERMIT COVER SHEET City of High Point is hereby authorized to: 1. Continue to operate a 16.0 MGD wastewater treatment facility consisting of pH adjustment, mechanical bar screens, grit removal, two aerated grit chambers, four primary and three secondary clarifiers, trickling filters, two aeration basins, two sludge thickeners, two anaerobic digesters, chlorine contact tank, sludge lagoon, belt presses and a 4.0 MG equalization basin and distribution system located at Eastside Wastewater Treatment Plant, on Riverdale Drive, east of High Point, Guilford County (See Part III of this Permit), and -'•T 2. Discharge from said treatment works at the location specified on the attached map into Richland Creek which is classified Class C waters in the Cape Fear River Basin. -. ... _- IC .� ` I • ' ��1,'1 `\\ �\-Ark+ h�' •I1L�i � �� • i �► • �� Y� i � %, v� 1 .ti/ �,�y/f , � •��`I � y ;i 'l�.S. .. Or WMIUMM Lp ./ . •� '/ . . . �'F• i it '• � �� • •�v��^•,,• -r', �� 'i � �r1 r is r`/�\ • � . • ' •I ` ` - 1II •• • 1 , an ,L .' JQ ^' � '_ � 0/ � � I/ w �S / 9 \ •i fix_% � ` �, :� 7�f • • � . ._� �� ^� � 1,?c� y/�••�J, � '� n�'i� : . , -,: .. � . � Hi I / plc 1 / . -i � ') V. j r•i! a�^y-/�`/�� tii .%%)�! / i��„-��. r �.j / �C • ;'n ,yoi I,-%_ `` _�' ,.r� `�'"v-� „ y�i 'a L t' V --� � •i � S I K. / �/• • ��:1 L' L� 'L i- . \\� � • ��_1-�•� �. '.^(`1� .�% . � •. � • ,/r t 1 ' r V �� i , •,, + . >_ ;�. ,��`' •j':r" r'-'.� , ; `�%'-; �•►!h -�•� - Eastside WWTP 1 ° !� '` h Point �� w�j'�sa.i�,� . _.,,.:: � t �, • •t � � .�., ; ^v;�l i kn High •� NCO024210 =E '��>�.<��% ,, ,_,�.1;�' t.-, c-J �•r, Discharge Point: = Latitude. 35056*24*1 �,�, �� ,.-,�. ��rim �. ;•r. ,/ ''� - -�• f1 1 1� •L ..-.�.•L i_ `�`�- •:. _,' •' . ,o:. -,. 1 -- ,a.�- Longitude: 7 9 ° 5 4' 2 4" � � j'.r � //•v� --/'1 l' s -! �� -rrs • •' i i � �� .•''�. ` . � .-• � • • v � • 1 �:v � � —( rf.+ s ' f • � � � %� ` I` Ste. r„•� • `J . .r ' ," / %r? 1 'S ^ `�__ 692Re _ '.� J �j� 1'1•_. �! �J Ilk . j1 , � ,..) �,�r � ,off• • ,J .� �`."•' �• , •••�� • f `' -0M. `I i0 / � r, `� 5 ` % �• ' . �.✓`�' S �`'� � ' yam .. i 001 00, j,� if S • . �. � ' i i� ' -�� +', i '' .! n ••�r „�L�\••• � �L' � • r �- .. r fir,• i ,...r.�A/^ ,.• �1L•� �,/' `4 L ` % 1` �` 't `' /��. i /^.:• ems. II � �_ SS, .� ,,��//�� fit^ - � •��. I � �rrl �t/ 'r rr �.. � RiQ� `�' `�l •�V 7�� • "� • C r'3i11� r �"�� / r• . `� �, : ' '• / ..\��` ! : �•� • • / �i 1��..1 .tip' ' :s F We ESQ 09 IV to ter^ .� •� � � � ; � .... � '� 1y . � 1 .• �� _�� . , •S' • � rr a EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NCO024210 A. (1). During the period beginning upon 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 monity:ed by the pertnittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Measurement Regulrements Sample 'Sample Monthly. Avg Weekly Avg, Daily Max. Frequency Type Location Flow 16.0 MGD Continuous Recording I or E BOD, 5-Day, 20'C'" 8.0 mg/I 12.0 mg/1 Daily Composite 1,E Total Suspended Residue" 30.0 mg/I 45.0 mg/1 Daily Composite 1,E NH3 asN 3.0 mg/I Daily Composite E Dissolved Oxygen"' Daily ' Grab E,U,D Fecal Coliform (geometric mean) 20631( 1100 ml 400.A /100 ml 1 Daily " Grab E,U,D Total Residual Chlorine Daily Grab E Daily " Grab E,U,D Temperature Daily ' Grab E,U,D Conductivity Total Phosphorus Monthly Composite E Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Chronic Toxicity "'" Ouarterly Composite E Cadmium 2.0 µg/I Weekly ?*0 Composite Composite E E Chromium S9� µg/I Weekly Grab E Cyanide x 50 xro•u 2µg/I Lead 25 µg/I Weekly - Composite E,U,Dt - _ - µg/l Y,09R'f)r �Vp Composite E,U,Dt Nickel _'&f8 * Sample locations: E - Effluent, I - Influent, U - Upstream (2 Locations)- (1) Richland Creek at least 100 feet above outfall, (2) Deep River at NCSR 1113, D - Downstream (2 Locations)- (1) Deep River at NCSR 1129, (2) Deep River at NCSR 1921. Stream samples shall be grab samples and shall be collected three times per week during June, July, August, and September and once per week during die remaining months of the year. t Upstream and downstream monitoring for lead and nickel shall be conducted monthly by grab sample at the first upstream site U(1) and the first downstream site D(1). ** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85 % removal). *** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I. 11 ****Chronic Toxicity (Ceriodaphnia) P/F at 90%; January, April, July, and October; See Part III, Condition G. Pe.✓� {"" W"O Yt i'i"a7 r� The pH shall not be less than 6.0 standard units nor gref4er than 9.0 standard units and shall be monitored daily at the effluent by gra'15 sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NCO024210 During the period beginning upon 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: (CONTINUED) Effluent Characteristics Discharge -1,11mitatlons Monthly. _Avg. Weekly Av�c Daily Max. Copper Iron Mercury Silver Zinc Monitoring,_ Requirements Measurement SamRle *SamRle Frequency Tyne Location 2/Month Composite E 2/Month Composite E Quarterly Composite E 2/Month Composite E 2/Month Composite E Nor A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS V4NTER (November 1 - March 31) Permit No. NCO024210 During the period beginning upon 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, 200C** Total Suspended Residue** NH3 as N Dissolved Oxygen*** Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Conductivity Total Phosphorus Total Nitrogen (NO2 + NO3 + TKN) Chronic Toxicity *"** Cadmium Chromium Cyanide Lead Nickel Discharg--Limitatl-gmMonitoring Requirements Measurement Sample *SamRIe Monthly. Avg, Weekly _ Avg., Daily Max, Frequency Type Location 16.0 KiD Continuous Recording I or E 16.0 mg/I 24.0 mg/I Daily Composite 1,E .30.0 mg/l 45.0 mg/I Daily Composite 1,E 6.0 mg/l Daily Composite E Daily * Grab E,U,D 200.0 /100 ml 400.0 /100 ml Daily * Grab E,U,D Daily Grab E Daily * Grab E,U,D Daily * Grab E,U,D Monthly Composite E Monthly Composite E Quarterly Composite E 2.0 µ g/ I Weekly Composite E 50 µ g/ l Weekly Composite E 5.0 µ g/ I Weekly. Grab E 25 µ g/ I Weekly Composite E,U,Dt 88 µ g/ I Weekly Composite E,U,Dt * Sample locations: E - Effluent, I - Influent, U - Upstream (2 Locations)- (1) Richland Creek at least 100 feet above outfall, (2) Deep River at NCSR 1113, D - Downstream (2 Locations)- (1) Deep River at NCSR 1129, (2) Deep River at NCSR 1921. Stream samples shall be grab samples and shall be collected three times per week during June, July, August, and September and once per week during the remaining months of the year. t Upstream and downstream monitoring for lead and nickel shall be conducted monthly by grab sample at the first upstream site U(1) and the first downstream site 1)(1). ** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85 % removal). *** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l. **** Chronic Toxicity (Ceriodaphnia) P/F at 90%; January, April, July, and October; See Part 11I, Condition G. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1- March 31) Permit No. NC0024210 , During the period beginning upon the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from out fal l(sy serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: (CO: --MVUED) Effluent Characteristics Discharge Limitations Monthly. . Avg. Weekly Avg. Daily Max. Copper Iron Mercury Silver Zinc Monitoring MeasuremOnt Requirements *Sample Sample_ Frequency Type , Location 2/Month. Composite E 2/Month Composite E 4 Quarterly Composite E 2/Month- : Composite E 2/Month Composite E _ Part III Permit No. NC0024210 a. G. 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 90% (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 January, April, July and October. 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 .-hlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for ci.:.infection 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. NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCO024210 PERMITTEE NAME: City of High Point FACILITY NAME: Eastside Wastewater Treatment Plant Facility Status: Existing Permit Status: Renewal Major `1 Minor Pipe No.: 001 Design Capacity: 16.0 MGD Domestic (% of Flow): Industrial (% of Flow): Comments: **apex, from application RECEIVING STREAM:Richland Creek Class: C Sub -Basin: 03-06-08 Reference USGS Quad: D 19 NW (please attach) County: Guilford Regional Office: Winston-Salem Regional Office Previous Exp. Date: 3/31/96 Treatment Plant Class: 1V Classification changes within three miles: No change Requested Prepared b Reviewed -B&D U_-Q4C-1__ __!s)« Date: 7/13/95 Date: Date: �! Modeler Date Rec. # 7 s au Drainage Area (mil )�_ Avg. Streamflow (cfs): i�S 7Q10 (cfs) J.O Winter 7Q10 (cfs)_�G 30Q2 (cfs) ,p,cj Toxicity Limits: TWC 430 % Acute hronfc Instream Monitoring: Upstream ;t S,4f Location Downstream -,I s,�e5 Location Recommended Limits: Monthly Average Summer Winter Wasteflow (MGD): 16 16 BOD5 (mg/1): 8.0 16 NH3N (mg/1): 3.0 6.0 DO (mg/1): 6.0 6.0 TSS (mg/1): 30 30 Fecal Col. (1100 ml): 200 200 pH (SU): 6.0-9.0 6.0-9.0 Residual Chlorine (µgh): monitor monitor TP (mg/1): monitor monitor TN (mg/l): monitor monitor Daily Max. Cadmium (ug/l): 2.0 Chromium (ug/1): 50 Copper (ug/1): monitor Nickel (ug/1): 88 Lead (ug/1): 25 Zinc (ug/l): monitor Cyanide (ug/1): 5.0 Iron (mg/1): monitor Mercury (ug/1): monitor (quarterly) Silver (ug4): monitor Comments: pIcASn— none- addri,'oyt c (Add. i 5 6A_4-k l..'�uSo(6 tn& *l ;r .7 ); r-a wa- &-ALZ rl p Page 1 Note for Jason Doll From: Bo McMinn Date: Wed, Nov 22, 1995 10:57 AM Subject: High Point Eastside To: Jason Doll I spoke with Jim Gwyn, Pretreatment for HP. I asked him if they had had any NPDES violations and he said a few metals and alot of cyanide. He said that they didn't believe the tests were valid and were part of WRRI, Water Resources Research Institute, along with several other municipalities, and were challenging the maaWmethod detection limits. I found out from him that Dr. Phil Singer, UNC-CH School 0f Public Health (919-966-3865), and Rob Holman, NCSU (919-515-2185), were the heads of this WRRI group. According to Jun, WRRI has been reporting to either Tedder or Eagleson. I askedhim if the Region had taken any enforcement and he said no, that High Point didn't believe the test, WHATEVER THAT IS SUPPOSED TO MEAN TO US. Anyway, this is the first I've heard of WRRI and I thought I would pass it on to you. 10 St tut Mi" WAIIJ A 6 6 \ _ Six ? ? 6fel a C e \ r [1 ORIGINAL Page 1 Note for Jason Doll From: Bo McMinn Date: Wed, Nov 22,1995 10:24 AM Subject: RE: High Pt. - Eastside WWTP To: Jason Doll Thanks, I wonder why enforcement has been taken, WSRO usually does a good job of staying on top of chronic facilities. From: Jason Doll on Wed, Nov 22,199510.21 AM Subject: FW: High Pt. - Eastside WWI? To: Bo McMinn It appears that metals compliance at this facility is either slipping through the cracks or is not a priority at this time. I plan to discuss the matter with the region and get their feeling on it. I'll let you know what I find out. From: Jeff Bouchelle on Wed, Nov 22, 199510:13 AM Subject: RE: High Pt. - Eastside WWTP To: Jason Doll No active SOC, No pending SOC, nothing from WSRO. I'll make a note to mention this to Mike Mickey next time I talk to him. From: Jason Doll on Wed, Nov 22, 1995 10:08 AM Subject: High Pt. - Eastside WWTP To: Jeff Bouchelle The # is NC0024210 in case you need it. I have been working on the wasteload for there permit renewal and I have noticed that they are consistently out of compliance on most, if not all, metals. Cyanide is a particular problem; I don't think they have reported a compliant cyanide value since Reagan was president. Do they have an SOC currently, and does it address cyanide or any other metals? A review of stuff in Central Files shows no NOVs or enforcement actions that I can find. Maybe you know something I don't. What's the deal? State 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 MEMORANDUM LT.� �EHNFi INVOICE July 1, 1993 TO: Requestors of Information Conce ' g Po Source Dischargers THRU: Don .t FROM: Marcia Toler-McCullen SUBJECT: Miniature Subbasin Maps and Facility Listings Effective July 1, 1990, there will be a minimum charge of 109 per xerox copy for information pertaining to the subbasin maps/facility listing acquired from the Technical Support Branch of the Division of Environmental Management. Due to the departmental budget/funding status, it has become necessary to request a charge for all information. We can no longer provide this information to the private/public sector free of charge. If obtaining this information through the mail, you will be billed along with the information. Payment should be made by check only (NO CASH), and mailed promptly after receiving the requested information. If obtaining this information personally, payment is expected upon receipt of information, and should be paid also by check. If payment is by cash, a receipt of payment will be issued immediately by budget personnel. Payment in cash must be for the exact amount, since the budget department does not exchange currency. If there are any questions concerning this procedure, please feel free to contact me at 919-733-5083, ext. 504. MLT:mlt Attachment cc: Cathy Cottle Linda Roderick Carrie Grant Frances Cotton P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper RECEIVED N.C. Dept. of EHNA %OV 2 7 1995 FACT SHEET FOR WASTELOAD ALLOCATION Winston-Salem Regional office Request # 8326 Facility Name: High Point - Eastside W WTP NPDES No.: NCO024210 Type of Waste: 94% Domestic, 6% Industrial Facility Status: Existing Permit Status: Renewal Receiving Stream: Richland Creek Stream Classification: C Subbasin: 03-06-08 Stream Characteristic: County: Guilford USGS # 0209948250 Regional Office: Winston-Salem Date: 1983 Requestor: Susan Wilson Drainage Area (mi2): 16 Date of Request: 7/13/95 Summer 7Q10 (cfs): 1.0 Topo Quad: D19NW Winter 7Q10 (cfs): 2.6 30Q2 (cfs): 2.9 Average Flow (cfs): 15 IWC (%): 96 Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) For this renewal at existing flow there are no changes in limits for conventional pollutants. Compliance data indicates that this facility experiences severe and frequent violations of the current permit limit for cyanide. Most other toxicant parameters also show recent violations of existing limits. Some of these toxicant parameters (specifically nickel and lead) have been detected at significant levels at DEM ambient monitoring sites immediately downstream of the discharge. Please note changes in instream monitoring requirements. This permit should contain a reopener clause to allow for changes in limits to meet new water quality and water supply protection needs in the event that Randleman Lake is constructed. Special Schedule Requirements and additional comments from Reviewers: Calk', w ; + ? Recommended by: Reviewed by Instream Assessment: Regional Supervisor:,,' Permits & Engineering: RETURN TO TECHNICAL SUPPORT BY: V 2 • CONVENTIONAL PARAMETERS Existing Limits: Monthly Average Summer Winter Wasteflow (MGD): 16 16 BODS (mg 8.0 16 NH3N (mg/1): 3.0 6.0 DO (mg/1): 6.0 6.0 TSS (mg/1): 30 30 Fecal Col. (/100 ml): 200 200 pH (SU): 6.0-9.0 6.0-9.0 Residual Chlorine (µg/1): monitor monitor TP (mg/1): monitor monitor TN (mg/1): monitor monitor Recommended Limits: Monthly Average Summer Winter WQ or EL Wasteflow (MGD): 16 16 BODS (mg/1): 8.0 16 WQ NH3N (mg/1): 3.0 6.0 WQ DO (mg/1): 6.0 6.0 WQ TSS (mg/1): 30 30 EL Fecal Col. (/100 ml): 200 200 EL pH (SU): 6.0-9.0 6.0-9.0 EL Residual Chlorine (µg/1): monitor monitor TP (mg/1): monitor monitor TN (mg/1): monitor monitor Limits Changes Due To: NONE Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow Other (onsite toxicity study, interaction, etc.) Instream data New regulations/standards/procedures New facility information (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) 1. TOMCS/METALS Type of Toxicity Test: Chronic (C&dgdapheal Existing Limit: Quarterly P/F @ 90% Recommended Limit: Renew with existing limit. Monitoring Schedule: Jan., Apr., Jul., Oct. Cadmium (ug/1): Chromium (ug/1): Copper (ugil): Nickel (ug/1): Lead (ug/1): Zinc (ug/1): Cyanide (ug/1): Mercury (ug/1): Silver (ug/1): Cadmium (ug/1) Chromium (ug/1): Copper (ug/1): Nickel (ugft Lead (ug/1): Zinc (ug/1): Cyanide (ug/1): Iron (mg/1): Mercury (ug/1): Silver (ug/1): Daily Max. 2.0 50 monitor 88 25 monitor 5.0 monitor Daily Max. 2.0 50 monitor 88 25 monitor 5.0 monitor monitor Limits Changes Due To: Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow New pretreatment information X Failing toxicity test Other (onsite toxicity study, interaction, etc.) WQ or EL WQ WQ WQ WQ WQ WQ WQ WQ Iron 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. •O No parameters are water quality limited, but this discharge may affect future allocations. INSTREAM MONITORING REQUIREMENTS Upstream Location: 1) Richland Creek above outfall 2) Deep River @ SR 1113 (Kivett Dr.) Downstream Location: 1) Deep River @ SR 1129 2) Deep River @ SR 1921 Parameters: Temp., DO, Fecal, Cond., Lead, Nickel Special instream monitoring locations or monitoring frequencies: Lead and Nickel need only be monitored monthly at the Richland Creek and the Deep River at SR1129 sites. MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS ••::. • FRINMI Has the facility demgrfstrated 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 f If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? I 0" �1. is • • 49FIM Wasteload sent to EPA? (Major) Y (Y or N) (If yes, then attach updated evaluation of facility, including toxics analysis, modeling analysis if modeled at renewal, and description of how it fits into basinwide plan) Additional Information attached? Y (Y or N) If yes, explain with attachments. 1. Map of vicinity. 2. Summary of metals data and recommendations. 3. Toxicity test fact sheet. sat s� 00T 3. /0000, Amb P*44- f4*040r;l TOXICANT ANALYSIS Facility Name H h PL- Eastside WWTP NPDES # NCO024210 Ow MGD 16 7010s cs 1 IINC % 96.12 RecWng Stream Richland Creek Steam Class C FINAL RESULTS Cadmium Max. Obs. Cw 5.0 /27/95 Allowable Cw 2.1 Chromium Max. Obs. Cw 68.0 3/9495 Allowable Cw 52.0 Lead Max. Prod Cw 28.8 Allowable Cw 26.0 Nickel Max. Obs. Cw 266.0 6/8/95 Allowable Cw 91.5 Iron Max. Obs. Cw 1134.0 3/9/95 Allowable Cw 1040.3 Cyanide Max. Obs. Cw 130.0 1 /12/95 Allowable Cw 5.2 Copper Max. Obs. Cw 141.0 6/1195 Allowable Cw 7.3 Zinc Max. Obs. Cw 359.0 3/29/95 Allowable Cw 52.0 Silver Max. Obs. Cw 15.0 8/17/95 Allowable Cw 0.06 Mercury Max. Obs. Cw NO DATA AVAILABLE Allowable Cw 0.01 (' 17M 4 neae'd c l m r't" necale-d 1,;Ivl I T n c e-a L; rn �f nr.�oflrol �► t ee c.. ors �f�l in frZ4 on (tium,croU5 VyON-a V1, h4k�s) Aor,,irfrr, rip- al ed )Y 1001O S A on 11-b <<,i n �1e-4 lrl dfiO�5S y . /1, dot. i-s reforfe-d of Q1011,14hrc, )qMms- Ptar►�� Hof a-Yt L�rn 4tAf- 01,fl-k III -blG, kSem Facility Name lArn-(- 1!u s i�- 0 fL1 Permit # Pipe # 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 �% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform auanerly 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 _Z010 Ai_T/, / u 1, U(f 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 1. o cfs Permitted Flow _(� MGD IWC `L % Basin & Sub -basin 03-66_04 Receiving Streamr rol !cr i re k / County f IY&re( Recommended by: �4" DZ ! ,9 0 QCL P/F Version 9191 QED Amb; W-e s ('iJL M M sbI-P- JJ WRIO site, --- �tcf �I1Jc3 GJ' SQiV-5 Abeve. I�re..n,�ns /Vlil� �I gAb;..nd- NJ I IjCOO,P�.2 10 Q C dwAt� I�A- - (i Sk l/ K5 (6,3 r - AyAL OGWJ o° /)b 1/5 0�c' X rfy5 A7 `a onA Gn �w1r L 1'1 S o ( y 44takpldi - i �/,r,�r.�� "=�/ -- !`-•-- � _/JCS - .,��. -- -� �. d/Le�'a - l/I?s✓i (.>_e. o�.u.C. �--- t�f��G4��c_.j..Gl !�'�9�v1 7 _ @1L- - S_ � � ;':/�/tL l U � v� _ —�1✓3Jc2ix� Gc��:07/I({, /�p'li+� : v �' ,�::' 0 TOXICANT ANALYSIS Facility Name High Pt: Eastside WWTP NPDES # NCO024210 Ow MGD 16 701Qs cfs 1 1WC % � 96.12 RecVing Stream _ Richland Creek Stream Class C FINAL RESULTS Cadmium Max. Obs. Cw 5.0 /27/95 Allowable Cw 2.1 Chromium Max. Obs. Cw 58.0 3/9/95 Allowable Cw 52.0 Lead Max. Pred Cw 28.8 Allowable Cw 26.0 Nickel Max. Obs. Cw 266.0 6/8/95 Allowable Cw 91.5 Iron Max. Obs. Cw 1134.0 3/9/95 Allowable Cw 1040.3 Cyanide Max. Obs. Cw 130.0 1 /12/95 Allowable Cw 5.2 Copper Max. Obs. Cw 141.0 6/1 /95 Allowable Cw 7.3 Zinc Max. Obs. Cw 359.0 3/29/95 Allowable Cw 52.0 Silver Max. Obs. Cw 15.0 8/17/95 Allowable Cw 0.06 Mercury Max. Obs. Cw NO DATA AVAILABLE Allowable Cw 0.01 G ,*A 4 ocameo( (, I'm 1;1 needed L;rl r f n tee- cd (�irn r1 ced defr 4( Uf 0 U•Wl6#'&$, f- AJPDIiF--S /1�on r�'of +i�iG h cd ��Jumu'eu5 .r�ef¢� Viala��'h$ /A w itorirn pled( !n d loni- 6 Aon17af;rri yleaed )Y nlpol�S /v, en i' c`i /1 h ted e. dt hl N10OA�-S y ,o /j, ct ye', I'lr. b A►° s . Para r" el+-<,- ndf oyt L%/-4 ?0 11 (h;6a P R&n daf4 ;A -pe-6 ./ sk.014 Le, adder' 4 amp h 6 I �G • --j to, l i �,Jf 1'� W►e'rv► 4, �`� �e a�r� em - - Gead aS �cv 06 !4/�.°,cell CA lei (I /8� �30 a85 C�/ar,tG 5 S/. z AJ(cke� for Id ��3� j/� r� a3q �o7 CiCf hr/�C� rlovr r�� l,� j .9 1.�73 /cur, C-,foro�e� q-7a�@QuJ� 75LI l �, MdA (t"x r- /0 i Om r.- c��orr 60 �-i �. ✓` Ci 1 Q �. (oI-o�ar�1 yin Qom; 75y 73 �dl �or�or e� (�/ -)Oo /0CA Page Note for Jason Doll From: Bo McMinn Date: Tue, Nov 14, 1995 4:00 PM Subject: RE: high pt east To: Jason Doll THIS IS THE MOST RECENT LETTER I HAVE, THE CURRENT STATUS IS THAT I WILL CALL JB4 GWYN, PRETREATMENT COORDINATOR FOR HIGH POINT AND ASK HIM (AGAIN?) IF ALL OF THEIR EFFLUENT DATA IS ONE THEIR EFFLUENT DATA, WAIT, I DO REMEMBER., ALL EFFLUENT DATA IS ON THEIR DMR'S EXCEPT APPAM AND 6241625 DATA WHICH THEY RUN TWICE EACH YEAT AND WHICH HE IS SENDING. AS FOR THEIR LTMP, THE METALS ARE: BOD, COD, TSS, NH3, CYANIDE, CD, CR, CU, PB, NI, AG, ZN. From: Jason Doll on Tue, Nov 14,1995 3:52 PM Subject: RE: high pt east To: Bo McMinn Yes I remember the note, but no I do not remember what it/he said. Did that all transpire about the time the servers and networks were being rearranged? It may be lost in the great electronic void. You have nothing with a date/time more recent than this one? From: Bo McMinn on Tue, Nov 14, 1995 3:48 PM Subject: FW: high pt east To: Jason Doll THIS IS THE LAST LETTER I HAVE, I THOUGHT I SENT YOU A NOTE TELLING YOU THAT I HAD CAU.ED HIM, BUT I CANT FIND IT AND DON'T REMEMBER IF I CALLED HIM AND WHAT HE SAID, DO YOU? From: Bo McMinn on Wed, Nov 8, 1995 3:11 PM Subject: RE: high pt east To: Jason Doll Yes, he is out today but I made a note to call him tomorrow. From: Jason Doll on Wed, Nov 8,1995 3:00 PM Subject: RE: high pt east To: Bo McMinn Cc: Susan Wilson Bo, can you call the pretreatment coordinator and see if they have the toxicant data available in a database, so that it can be put on disk and sent to me. If they do it would be a big help. I have about a week before I have to start on the wasteload. Be clear with them that if it means doing any data entry or dealing with any other hassles to get the data to me in that form, don't sweat it, but if it's easy for them to download an send, it would save me about a day of data entry work. Let me know what you find out. Also, I need a list of what parameters are covered under their LTMP. Thanks, Jason Information for the February 10, 1993 Water Quality Committee meeting. PROPOSED ORW DESIGNATION OF PORTIONS OF THE BLACK AND SOUTH RIVERS It has been determined through years of study that portions of the Black and South Rivers in the Cape Fear River Basin warrant proposal for Outstanding Resource Waters (ORW) designation. Staff are requesting permission to proceed to public hearing on this issue. What follows is a brief summary of the -case and a description of the management strategy that would be proposed in conjunction with reclassification. Also attached for your reference is a map excerpted from the Use Attainability Study which highlights the areas meeting ORW criteria. The entire Use Attainability Study is available for those of you that would like to review it. Based on their being determined to have Excellent water quality, the Black River from Highway 411 to the South River, and the South River from Bladen County State Road 1503 to the Black River were designated High Quality Waters (HQW) effective August 11 1990. At the time, the Division of Environmental Management had two requests in-house (from the Natural Areas Protection Planning Committee and the South River Association) to consider the waters within the Black River Basin for ORW designation. Further studies were needed before an evaluation of these requests could be made. Additional water quality assessments and examination of resources associated with these waters led to a recommendation that a portion of the watershed be proposed for ORW designation. Water quality data indicated that a larger area than that currently designated HQW warranted the assignment of an Excellent water quality rating. In addition, within these areas recreational and scientific characteristics were identified as values qualifying the waters for proposal as ORW. As was the case with the South Fork New and New Rivers, it is the lower portion of the Black River Basin that qualifies for consideration for the ORW classification. This called for the development of a unique management strategy in conjunction with proposing ORW designation. This management strategy is described below. It is very similar to that adopted for the New River Basin, but has important differences. In this situation, additional restrictions on discharges are proposed to be applied within a mile of the designated ORW (as opposed to the entire upstream watershed). This difference results from the judgment that water quality impacts in the headwaters are primarily due to nonpoint sources of pollution. In the New River Basin, there are identifiable concentrations of point source discharges and inputs from nonpoint sources. ,FTOXICITYTr-TnNGOISBLF-MONRGRINGSUMMARYI Mon,0k116,1995 ' RIPOITIRVIVIVI'll.IN NfL At R- „r. ,art Inc. PL•RM CIIR LIM:90% Y 91 Fan -- - Lab I.M. Fall Fog - -_ Fall - --- ,CW368541001 Degin VINS Fmplemy: Q PIP A Oct)mo Apr Jul NonCon,vSINGLD 92 Fag - - Fat - - Fag - - Fag - - Cieunly:rmnklin Region: PRO Suhhuim TAR01 93 Fag - - Fail FoR.01 Fall Lets Fa/ Fall Fog Fen Pa.. PI1:0.00G Specl•I SOCA/12/954LD 06Q P-2 CIIR MONrr 90%(90. 70, 45, 30, M Fag Fall Pee. Lem Fee Full Fag Fee Pa.. Peas _ - 7QIO: 0.00 IWC(%): I00.00 O'di 15) 95 Paes - - F.1 - - 36J4 --- Milli Point Care Center PFJIMCIIR LIM:21%(GRAD) 91 - - Pew - - Fail Pass - Pa.. - - Pans NC0046035N01 Degin:3/IN4 Frequency: Q Pip A Marlun Sep Dee N.aComp:SINGIP 92 - - Fail Pass - Pass - - Pass -- -- Pa., Covnly:rmrryth Region: WSRO Sublusin: YAD07 93 - - Pass -- - Pass --- - Paw --- -- P... PF:0.01 Speei.l 94 - - Fa8 Pass - Pnas - - Pass - - P... 7Q10: 0.06 DVC(%):20.5 0'd"n 95 - - Pass - - Fan Pa.. -- Milt, 11.1.1 Enalade W WTI' iTRM CHR LIM9091, Y 91 Pass Feb Pas. - -- Pess - - Pen. - -- NC0024210A01 Begin:IV3I192 Frequency: Q PIP A Oct ten Apr)u1 NenComP:SiNGIP 92 Fag - - - - pa19,0t Paes Pass Le1a.Lete W)' W Co..ly:Cmilfad Regisn:WSRO Svbbssin:CPF08 93 FaH,Pass - - Pass BI - Pass - - Paw - -- Pp:16.00 special 94 Fen Pnw - Pmm - - Pass - - Pairs - --- 7QI0:1.00 IWC(%):96.II (3^kr' n5 Pass - -- P... - -- Penn -- Irish Perm \Vnblde WW1'1• 1AIRM CIIR LIM-nRR. Y 91 Pnnn Pnn. Pnnn Pnm ... ._ 1•nxx ... Pnr. NCI)OZ4)21i Begin: 111101.1 Ihsrpxr..p Q PA, A Jan APrlulika N.n('nuq•:SIN(;IV U2 1•... _. ... It, Pro. .. Pnnn,ln I•nnn - tnp.J no. P'... Co..ty:D ideon Region: WSRO Subbnxin: YAM 93 P... - - P... - Pairs -- - Pan. -- - PF:6.20 sperlel 94 Pass - -- Fag Pnas - Pass - -- Pa.. -- -- 7QIO:0.67 IWC(%):93.47 O'di BS Pa.. - - P..e- Highi.nd. Camp St Conf Center PERM CHR LIM:90% 91 - - - - - - - - - - - - NCOD61123A101 Degin: l2/I/92 Fvoloaney: Q Pip A Avg Nov Feb May N.aComp:SMGLE 92 - - - - - - - - - - - - C.unly:M. Region: ARO Subbarin: SAVOI 93 - Fell NATO Pass NRFeg Fail Fag F.g Fan Fail Fag Fail PF-006 Spo.wl 94 Fag Feu Fall 03." Fall Fell Pa.. Fag Foul Pa.. Pa.. - 7Q10:0.0 DYC(%):100.0 O'di. 95 - Pa.. - - P.s. - - - Ilillsborougb WWTP PERM CIIR I.I10:90% 91 Pass Pass - - Pass - - Pass - -- Fell Fail NC002643310DI Degin:61IN3 riequency: Q P/F A Feb May Aug Nov NonComp:SINGLE W Pas. Fan Pass - Pa.e - - Pa.. - - Fag Fall Covnry.Ormlge Region: PRO Svbbuin:NFMI 93 Pa.s Pas. - - Pas. - - DI Pass Fell Pa.. -- PP: 3 p0 special 94 - Pen. - - Pa.. - -- Pon. - - Pa.. - 7Q10:0.18 IWC(%):96 Olden 95 - Fa8 Fell Paw Pew - - - Ilnecbnt Cel.nese Cory -Dreyfus PERM CHR LIM: 4.9% 91 - - - - - - - - - -- - -- NC008430IM01 Begin:1211N4 propennry. Q P/F A Feb May Avg Nov NonCoW:SINGLD 92 - - - - - - - - - -- - - County:Mmtlenhvrg Region: MRO Subbuin:CI034 93 - - -- -- -- - - -- - -- --- --- Pp:O.II52 Speci.l 7Q10: 3.5 IWC(%):4.9 On1i B5 - Pa., - - Po.a - - - it.«het Celan.xe Corp. PORM CIIR LIM:34% 91 - - - - - - - - - -- - -'- N00004944MMOI Degin:3/I194 Fmpwnry: Q PAr A Fob May Aug Nov NonComp:SINGIX. 92 - - - - - - - - - - - - C.unty:Power Region: MRO Subbuin:YAD06 93 - - - - - - - - - - - - 11 IT:2.305 S"I.l 94 - - _ - Pass - - Pee. - - Fa8 Pe.s 7010: 6.9 IWC(%): 34.09 Oder 95 - Pe.. - - Pess - --- - Iineelnl Ce)anue-Wllmlug(.n Metal PHRM: 241111 PA'AC LIM 90%11111) Y 91 - Patel - - P... I - -_ Fear Pawl --- Pna.I -- N('0061112At02 0egin:9/IN4 I:mpm.y.0 A Feb May Aug Nov NonfnmP:SMGIP. 92 - Pnssl - -- P... I - -- Point - - palls lit ('unn1,Wwllnm.mr R,,ims:WllW Suldm..W11147 93 Fag Pnnn Pnnn -- 1'n111 real 11.e.1 1•... l -- _. Vn,I -- PF:0.80 Sperinl a4 - 1.41 falls s'n..I Pn.al -- -- I'nxal ... --- N...t ... 7Q10909.00 IWC(%):0.13 Dien 95 - P..el - -- P... I - - -- H.m.hst Celane.e-Wilm;ngnn Plant PERM: 241IR PAr AC LIM 90%FOID 91 - - - -- - - - -- - - - --- NCODD 112A01 Oegin9 ins Fmloemy: Q A r<b M.Y Aug Nov No.C9r11P:SINOIP County:, ew HNmw Region: W)RO Subbaie!CPFl7 PF: 1.4 Sperms 94 _ _ _ _ _ - - - - - P... I - 7Q10:272 IWC(%):7.4 ONi BS - Paset - - P... I - - - Hneehit( Celnneso/Needmre Rd PERM 48HR LC50 AC LIM: 42%CERIO OR DAPH 91 - - - -- -- - - - -- - - - NC'OD79898I001 Degin:9/IN4 FmPmny:Q A tan Aprlul Ott N..Cmnp:SINGIJ3 92 N N N N - - N - - - - 9.50 Couny:Rowen Region: MRO Subb.sin: YAD06 93 H - - H - - >90.0• - - >90.0• - - PF:0.288 S,ekl 94 >90.0• - - >9a.o' - - vW-- 7Q10:106 IWC(%):0.42 Obi 95 >IN' - - >100' - - >Im - 0 2conuentivc failvra=signifiont nonwmplianw Y Pre 1991 Data Available LEGtND: PERM=Permit Reeryimment LU=Administrativel<aer-Target Frequency =Monitoring firep :Q. Quarterly: M. Monthly: RM-Dinenthly:SA. Scminnnualty: A. Annually: OWD-0.1, live dieeharginR:D- Discontinued menilnring re9uitenrnl;IS- Conducting independent mudy Beein=Frstmonthn:auired 7QIO= Receiving nmmnlow flow criterion WS) A=W and mmitoringincr ton nthlyuponsinsslefailum M(,nt.lhaucxlingmuon ur-ex.IAN,APRJIII.00f N.W..,= Curren Cumplinnce Rwryimmrm PF=PermittNnow(MGD) IWC%=lnplumwarlemcenl emlim PA'=PMa/Fail em hnie lest AC=Aetna CI IF=Chronic Dean Notation: f- Fueled! Minnow: s - Cerirdenhnie no.: rev- Mid slid=: CAV -Donnie value: P- Mmtalit, of sealed limcenbra, at hiehoet ennenakelion: m - IMamxd by DEM To. level Group: M - BM lest Reporting Neeliest -= Dab not required; NR-Not reported;()- Beginning of Quaver Futility Activity Status:I- Innelivo, N- Newly lsruni enmtmet);II - Active but na discharging; Were dam available for month in question I=ORC signnlure.eed.d 25 Type of Toxicity Test: Existing Limit: Recommended Limit: Monitoring Schedule: Existing Limits TOXICS/METALS Chronic (Ceriodaohnia) Quarterly P/F @ 90% Renew with existing limit Feb., May, Aug., Nov. Weekly Avg. Daily Max. Cadmium (no): 2.0 5.0 Chromium (ug/1): 50 200 Copper (ug/1): monitor monthly Nickel (ug(1): 88 352 Lead (ug/1): 25 34 Zinc (ug/1): monitor monthly Cyanide (ug/1): 5 15 Mercury (ug/1): 0.012 0.048 Silver (ug/1): monitor monthly Recommended Limits Monthly Avg. Weekly Avg. Daily Max. Cadmium (ug/1): 2.0 5.0 Chromium (ug/1): ** ** Copper (ug/1): monitor monthly Nickel (ug/1): 25 100 Lead (ug/1): 25 34 Zinc (ug/1): monitor monthly Cyanide (ug/1): 5 15 Mercury (ug/1): 0.012 0.048 Silver (ug/1): monitor monthly 1,2 Dichloroethane (ug/1): 1.2 Methylene Chloride (ug/1): 14.8 Bromodichloromethane (ug/1): 0.85 Dibromochloromethane (ug/1): 1.3 EPA Method 624 monitor quarterly **Parameter will continue to be monitored through LTMP Limits Changes Due To: Parameter(s) Affected Change in 7Q10 data Change in stream classification .Relocation of discharge Change in wasteflow New effluent data / Updated toxicant analysis X Cr, Organic Toxicants Failing toxicity test Other (onsite toxicity study, interaction, etc.) 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. K' No parameters are water quality limited, but this discharge may affect future allocations. CC: Permits and Engineering Technical Support Branch County Health Dept. Central Files WSRO £ SOC PRIORI�'Y PROJECT: Yes No 7f Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: Susan Wilson (Review Engineer) Date: 950822 NPDES STAFF REPORT AND RECOMMENDATION County Guilford Permit No. N00024210 PART I - GENERAL INFORMATION 1. Facility and Address: Site: Linwood E. O'Neal 5898 Riverdale Rd. City of High Point Jamestown, NC 27282 PO Box 230 High Point, NC 27261 2. Date of Investigation: 950201 3. Report Prepared by: Ron Linville 4. Persons Contacted and Telephone Number: Leonard Krauss, Chief ORC 910/883-3436 5. Directions to Site: Take Hwy 311 S to High Point from W-S then left on Kivette Drive. Rt. on Riverdale Rd. to WWTP on Rt. 6. Discharge Points(s), List for all discharge points: Latitude: 35o5612411 Longitude: 79o54'24" U.S.G.S. Quad NO.Dl9NW U.S.G.S. Quad Name High Point, East 7. Site size and expansion area consistent with application ? X Yes No If No, explain: 8. Topography (relationship to flood plain included): Partly in Floodplain. Portions of facility may occassionally flood. Daily operations may be negatively impacted due to flooding and I&I. 9. Location of nearest dwelling: None known within 1000'. 10. Receiving stream or affected surface waters: Richland Creek a. Classification: C b. River Basin and Subbasin No.: CPF 030608 C. Describe receiving stream features and pertinent f downstream uses: Downstream area will likely become Randleman Dam project which is somewhat controversial. Area is generally rural. Old mill ponds accentuate color problems associated with this discharge. Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: 16.0 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? Same C. Actual treatment capacity of the current facility (current design capacity)? Same d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years. None known to this writer. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: An older and a newer plant provide for dual train (parrallel) system. Mechanical Screen, grit removal, primary clarifiers, trickling filter, aeration basins, final clarifiers, sand filters. Chlorination, flow measurement and recording devices as well as a 4.0 MG equalization basin, aerated influent basin, sludge storage lagoon, lime stabilization, belt presses (to be replaced w/ centrifuges) and two large screw pumps are also incorporated into the process. Incinerator to be constructed. f. Please provide a description of proposed wastewater treatment facilities. g. Possible toxic impacts to surface waters: h. Pretreatment Program (POTWs only): in development approved X should be required not needed _ 2. Residuals handling and utilization/disposal scheme: NPDES Permit Staff Report Version 10/92 Page 2 r a. If residuals are being land applied, please specify DEM Permit No. WO0001897. Residuals Contractor Amsco Telephone No. 910/766-0328 Q Randall Tuttle b. Residuals stabilization: PSRP X PFRP Other C. Landfill: Solids from screens and grit chambers. d. Other disposal/utilization scheme (Specify): 3. Treatment plant classification (attach completed rating sheet) . IV 4. SIC Code (s) : 4952 Primary 01 Secondary 02 Main Treatment Unit Code: 011 3 (Also has 406 3 potential as facility has (but does not use) polymer tanks and operates trickling filters. First option is considered more appropriate from operational perspective.) PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? Previously utilized and $2,300,000.00 has been awarded for dewatering improvements (see attached letter of August 2, 1995 from John Blowe. 2. Special monitoring or limitations (including toxicity) requests: None known. 3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) NA Date Submission of Plans and Specifications Begin Construction Complete Construction 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. This is a Municipal WWTP. NPDES Permit Staff Report Version 10/92 Page 3 Spray Irrigation: NA Connection to Regional Sewer System: NA Subsurface: NA Other disposal options: NA 5. Other Special Items: This facility has been reported previously as having back-up power. The facility has had a back- up transformer which was removed and then replaced after a lightning strike in 1995. The plant's operation was impaired during the interim. No dual power lines or generators are known to exist for this facility. The proposed Randleman dam should be kept in mind when this Permit is issued. The Region recommends that a reopener clause be placed in the permit in the event that this water supply dam becomes a reality. The City may need to know what Permit limitations and requirements will become necessary in the event that the water supply lake is built. The WSRO is concerned about significant instantaneous I&I problems as this WWTP has to take drastic measures shortly after rainfall events. The Permit should include stringent requirements that the City pursue the I&I concerns with all due diligence. An instantaneous flow of 67.0 MGs has been previously reported. Color removal studies should be undertaken at this facility as downstream aesthetics are often very poor. See attached letter to Nickie Mills for further concerns in the event that this facility expands and/or if the water supply dam is built. PART IV - EVALUATION AND RECO1+►MENDATIONS The WSRO recommends reissuance of the NPDES Permit providing that a statement is included in the cover letter indicating that further evaluation of the Permit will be necessary if the Randleman project is built or if expansion occurs. BATS will very likely be requ' ed at t time. Sign to a of re ort preparer W r Quality 'onal Supervisor Date NPDES Permit Staff Report Version 10/92 Page 4 State 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 August 2, 1995 The Honorable Rebecca R. Smothers Mayor of the City of High Point Post Office Box 230 High Point, North Carolina 27261 1' •9• IDFEE HNF:=Pt RECEIVED N.C. Dept. of EHNR AUG 0 7 1995 Winston-Salem Regional Off ice Re: Loan Offer and Acceptance for State Clean Water Direct Bond Loan Program Project No. E-SBF-T-95-0019 High Point, North Carolina Dear Mayor Smothers: As you were notified by letter from Governor Hunt, the City of High Point has been approved for a loan from the State in connection with its Clean Water Direct Bond Loan Program in the amount of $2,300,000. The proceeds of the loan are to be used for the purpose of financing the cost of construction of sludge dewatering improvements at the wastewater treatment plant. The interest rate for the loan will be 5.3% per annum. Enclosed are two (2) copies of the Loan Offer and Acceptance for the loan. The loan offer is made subject to the assurances and conditions set forth in the Loan Offer and Acceptance document. In order to accept the loan offer from the State, please have your governing body adopt a resolution accepting the loan offer. Such resolution must be in substantially the form enclosed herein for your use. After the governing body has adopted such resolution, one (1) executed copy of the Loan Offer and Acceptance should be submitted to the attention of the Construction Grants and Loans Section, North Carolina Division of Environmental Management, P.O. Box 29535, Raleigh, NC 27626-0535 within 45 days of receipt of this letter. The other copy of the Loan Offer and Acceptance document should be retained for your files. P.O. Box 29535, Rdeigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 60%recycled/ lo%posl-conamierpaper Honorable Rebecca R. Smothers August 2, 1995 Page 2 Also enclosed is one (1) copy (in blank) of a Loan Agreement, together with a promissory note attached as Exhibit A thereto. After holding a pre -construction conference and prior to the disbursement of loan proceeds, the Local Government Commission will provide you with final copies of the Loan Agreement and promissory note for execution. Once such documents have been executed and returned to the Local Government Commission, loan proceeds may be disbursed. In addition, the enclosed pay request form must be used for all reimbursement requests. You may make additional copies as needed. Also enclosed is a copy of the audit compliance for the State Bond Loan Program. Please note that your project will be audited in accordance with the General Statutes. On behalf of the Department of Environment, Health, and Natural Resources, I am pleased to make this offer from funds made available pursuant to the State Clean Water Direct Bond Loan Program. Sincerely John R. Blowe, P.E., Chief Construction Grants and Loans Section DE/kc Enclosures cc: Davis, Martin & Powell Winston-Salem Regional Office SBF NASN rAtER STORAGE RESERVOIR le EFFLUENr FILTERS I + • 1 • ♦♦•� AfaAf10N 9ASIN3 - MO.3 ND.S LOW SERVICENPW Cj NEAOYfORKS STRUCTURE �• I ♦ A!a•• AlR•• _ PUMPING 3T 0 t0 TIAVKI • « wASY rums !`' ~ ss•a •AaTNAaI gtIR1•u1gMµ._-.dam--�-- 1 ---VSa • ,•• •,•• ! / Rrf/ FteMc • qt _I}+ CIS• -q• RI• I » N0. 2 1 ► r• t rM.K 1 •ar.1 �I1rctlsN •1 t t M• 1 ' �1 AtR-• At••F •tY7 T.-J*�• aVNCt10M RM b w e a•. E 14 .00\ 1t I• •r N q• , ; I • a II r O O .. 46 1 RV YN ra e� at •C trF go. at {{{��II,JJJ UUU 1 1 • a;l�a-• tab• •j •• •t_tJ M•Lt ll .• 11{ __ __ _..`--i� , Ald tUTJ --.r; H •t L1 It at e lVrt110a1 •C•1 • - . I ►S► 1 _ • �' •�•- 1 A 1 « , IIrllltrt ] r1111Q1 « 11 PMIMAar 3LUDGt II ti I 1 i / • • sal pl•MeLL •� •Icrtaae Latta 4010Att i 11 PUMPING STATION 1 CNIORINE CONTACT eASIM3 tt O 1 1 •ar_'1 1 r • (1r t♦ �0 ` Ala-t 1 Ati-i ;. i .1 ~ • E j ji �• • 1 rIt1AL SLUDGE�•� •It•I rt.t • v, NO.I PUMPING STATION • ; TRICKLCNO FILTERS • i• 1 O p O 1 ' 1[ a[ N D 1 w No. 1 Na 2 tRICK .IHS FILTER -r to •• v _ �_- a. ; • - aEA.t Ala.a i ; CDN0.1 PUMPING STATION • tr• 1 !I STRUCTURES 1 / ter•- LllasNOf rtOw s SItE t s•' 1 `sla/aesrtl•N se 1• Na ! no. s 00a s a•• SOLIDS FLOW 0 DIRECTION It 1 • •• 1rP BAR HACK leRl OR rAlrAa• SLVost s acur • 1 Is ® Olaf SCREEN less I /;u"'SPING WAVER R[TURN s••r�A1" MattR--`♦t.t 1•t euTTERitr VALVE STATION M•tatt/ sY•l•rAtA•I • 1Rt1a INt•A/T • 11 ♦• CHECK VALVE •a•• IrK•lata I/ItVtri •iCiRC AllOr % t ♦♦ 1 •�} ECCENTRIC PLUG VALVE r•• trKatreR ErrLutN1 u 1 ♦• +_0^a IP ELECTRIC MOTOR a ••• aA► ••► SLUOGE 1111CREMERS . a•• agar WASCON Al 1 as f t 1 ac•I [►rWEN1 r FLOW TUBE '� �• t•F plu►•�-•- -� ♦ PUMPI►1: V r. Mug VALVE 1• • cor•Messce 'I reLlMAtI SIAf10N •• '« - - , A1• I ;#n•�-.��.�- I --- S.WAr VALVE `` ( r•tN •_'..._.. ....- �_ '^, a`� SLIDE GAVE CRFr.I • 1•' t '��-L I• �.• SLUICE GAVE Op L %1••rl:l �i 11 ,r•C-a .�L'L STOP PLATE WASI8` GBH a I 1 -044, � t 1 rp to-41 OE SIGN /IOW MOD IC WAKE 1 1 _ 1 1 1• /EaK FLOW MOO c a •tA ____s- , tr 1 sc.• RECOVERY \ ; • I A •r► 311•1 I SOLIDS RC GILT CONVEYOR 1 tA1I1RAfg11 I�}.�- IIIM•T w 1 N ND.1 Na 2 I Y►ICAt1 ItC•t cant j = r ► PMotfISlNa err OctI FILTER PRE$$ 1 lrlcatrtA lritVtMl /ett11ACE SUILOtMO Dr" DO►►LER FLOW MEIN 1 If� i.. - l� `laucll L•AWNs DSP DIGESTED SLUDGE PUMP ��-,�,1�,--- ;�A�-:•- L3.»-.�_....� lrlcstRca trrLutrl RtuRcu Anor 1 1 1 • ttuost �♦ _- ��-------_=�L-_-��: t 1 1 UP Uw St"O PUMP 1 •lalsesutloN so. - --- LNPW Low fEAveCE MON/OTAGLE WAVER • . t.1 It' ' PERNAIANI 1 I i 0a•1 "PIN NOIIPOTAGLE WAIER '�'l • • •I-Mt1Ri•t1110N 1 a.a �' •N __ • 1 �#*1 N/W► NONPOTAeLE WATER /UNP Pill ►aIMANT SLUDGE METEN 1 ♦ .. L!-J+A1 PIP /RIMART SLUDGE PUMP • ( I a•.• Raaf ♦♦ �� 1 RA3 RtitIRM ACTIVATED SLUO0E ♦' ♦_ I • 1 RECYCLEarm FLOW METIER ..Y'yl ♦• rinlTlnlop+�l R3M acTUR*3LU0BEMETIER t' 1 N0 3 ~ 601 wow 160.4 I 1 R NARY ESP RETURN SLUDGE PUMP No. G Ito i Nata "a 3 FINAL SET 1LII10 IRIwAMr St I ItING eASINi east*$ N0.! ow 4' KO. 1 1,1)11�114lj 1 at ac NO.! 11ti • �•' t / ♦� ; ♦ It •ElP RIVIR IWf/Aft 1+ • 1 • I 4 I �• _ _- aeswtww ~� a �- at • SECONDARY i Gar 1 ; P 1 3e Sc SLUDOt eLENDER SLUDGE COLLECTOR RECIRCULATION PUMP fC•I 1 1 /lV••t / "Cagle1 SR/ $OF SLUDGE t/IICMENER BASIN COLLECTOR TRICRtetta FILTER POMP 1 I Nr.1 I I 1 -I TIP IMP TIC 1II8CME11to RECYCLE Pump TreCKENER SCREW CONVEYOR 1 Ra.s Nr•R R•P-r 1 Isr WAS 16414:19CPED SLUDGE Pull► WASTE ACTIVATEO Stu00E RECOVERV PYMP .' •l le stuOGE t0401Me STATION 1 Z 1 11 L__-��L•------ -_t WR/ 1rSM WASH *Alto WASTE SLUDGE METER -- J olsTasrTasN J. ,µ �. HIGH POINT, NORTH CAROLINA 1• •l• E•• • �.! EASTSIOE WASTEWATER TREATMENT PLANT "Nat10N BASINS we S FINAL sETtLiTNI "SINSolateTEEe PLANT FLOW SCHEMATIC FIGURE 1 • I 4 o r CITY OF HIGH POINT NORTH CAROLINA July 51 1995 Ms. Poleen Sullins Permits & Engineering Unit Division of Environmental Management P.O. Box 29535 Raleigh, N.C. 27626-0535 Dear Ms. Sullins: Enclosed please find renewal permit application NPDES #NC0024210 and check for processing fee. If you need any additional, please let me know. Sincerely, OinwooE. d E. O'Neal, P.E. Director of Water & Sewer Utilities i LEO/tpg/tc Enclosures WATER & SEWER/PLANTS DIVISION, P.O. Box 230, High Point, North Carolina 27261 Phone (910) 883-3410 FAX (910) 883-3109 TDD (910) 883-8517 Is 40xi,'11 CATZ*L1AA OtrP'1'. OF 4ATTURAL MSOURCES AdD COi KuNITY Dc-vELOPXnNT ENVIRONMENTAL MANAGEMENT COMMISSION FOR AacNeVusE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER STANDARD FORM A — MUNICIPAL SECTION L APPLICANT AND FACILITY DESCRIPTION . Unless otherwise specified on tnes torn+ sit items are to be completed. If an Kom is not appilfaMe indicate INA.' ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. RE*£R TO BOOKLET BEFORE FILLING OUT TmESE tTEMS. 1. Legal Name of Applicant ($ee Instructions) 2. Mallins Address of Applicant (see Instructionsl Numper 6 Street City state Zip Coot 3. Applicant's Authorited Agent (see Instructions) Name and Tale Nuonotr & S:►eet City state Zoo Coat Tesechone 4. Previous Application If a previous application for a pet. mrt under tn! National Polswtant Discharge Ersmonatron System has been made, give the date of application. 1 101 Please Print or Type City of High Point . Department of Water & Sewer Utilities P.O. Box 230 to2b High Point Itoff: N.C. -- I 27261 I103a Linwood E . O'Nealt . Director of Water & Sewer Utilities P.O. Box 230 113c %3a 103e 103f 104 High Point N.C. 27261 910 883-3167 Area Numper Code 92 1 3 V R MO DAY I certify that I am familiar with the Information contained In this application and that to the but of my knowledge and betlief such Information li true, eomptete. and accurate. Linwood E _ O'Neal lose Printed Name of Person Signing �? X�7 �, 4 46- 1: e! �; � 302! Slgna ure of Applicant or Authorized Agent Director of Water & Sewer Utilities Titie —u D.5— v R wo DAv Data Application sip"d North Carolina General Statute 143-215.6(b)(2).orovides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, cr ot.ner document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers vlth, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental llwsaagement Comtrission implementing that Arti:.le, shall be guilty or a misdemeanor punishable by a fide not tc exceec $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine or not more than $10f000 or Imprisonment not more than 5 years, or both, for a similar offense.) To: Surface water Surface Impounoment with no Effluent Underground Percolation well (injection) Omer Total Item 7 It other, Is speclfled, descrioe i toTat 10761 t�T•t 1Q7ft I �tB7s1, I tOTTt 1QT�1 It any of the discharges from this fatality are Intermittent, such as from overflow or bypass points, or are seasonal or periodic from lagoons, holding ponds, flit., complete Item a. i. Intermittent Discharges a. facility bypass points Indicate the numbflr of bypass I tote points for the facility that are discharge pointt.(see lntt►uct+Ons) b. facility Overflow Points Indicate tn/ number of Overflow 1411111 points to a furiaCl water f or the I facility (fee instructions). 1 C. Seasonal or Periodic Discharge Points Indicate the number of love 1 points where S"Wrial discharges Occur Irons holding ponds, lagoons. etc. g. Collection System Type Indicate the type and length (in seta miles) of the collection system used by this facilely, tree instructions) Separate Storm Separate Sanitary Combined Sanitary and Storm Both Separate Sanitary ano Combined Sewer Systems Both Separate Storm an: Comported Sewer Systems Is" Lent h 10. Municipalities or Areas Served (51e Instructions) Total Popvfation Served FOR AGENCY USE Number of Total Volume Discharged, Discharge points Million Gallonslil'er Day 1 12. N/A . N/A N/A N/A N/A *, N/A N/A ,» N/A N/A SST SAN CSS ] esc ] SSC 560 miles Actual POpsllatlon Name fan►ea Approximate 3/4 of City of 52,500 High Point ter ter Town of Jamestown 39000 Town of Archdale 39000 58,500 _ I-3 PRIMARY SETTLING FINAL SETTLING ♦r WASN WAf(R STORAGE BASINS BASINS Row F1111}IrL1 i:t'1j No.1 NO.3 RESERVOIR ft IC NO.2 is' 1 Ir T EFFLUENT FILTERS 1 J t• i • • 3s se 1 • CDt1P R1vto 091FAll * [ // (+ •• i ,•�,. AERATION BASINS HEAOw011KS STRUCTURE ♦ AtR•• AER-• 1 M � 1 40 x x •f-f vahfKALt rlVNl • DlftRl•UHOM t�A._-. .--1�- 1 _--%As.9 • NQ2 '/i. •f.t B 1 KO.1�/dF1-%�a4�•-1-�•1_1��ia 1; - M1Y.f� I 1 f 11 Ills I AER•R ACM-7 •fY? to 4r • trr to af' f2 �I I I 3 s l.J T U T I • • x O i Rfp�• x 4 14" IIAf O — 1 YN No.2 la .; DR .f-1� h0.2 ChImEHDh •C-1 Ittl k0.1 's tf• N 11 ►f• 11 a PRIMARY SLUDGE II ,t a a-- -(X) r ,,�� 2 R-f 1 tW.1 1 ---� t i. It RICNLANO tRttK Ouf►All a t 11 1 1 PUMPING STATION I `st o O I / � 4 1 •. \`. �/ s , '• \` • 4(II-t I f A911-4- FINAL SLUDGE •f1 //i PUMPING STATION 1 •%' I TRICKLING FILTERS j r I , ' • 1 f • L tom• Its 1 x a O X O I I TRICKLING FILTER NO. I PUMPING STATION 4 24 t ��- 1� >:t I ; wdo AER.1 • !f' t• NO 4 1 I tolsrlo•uT1oN so■ • !•' f� 1 1 NO. 3 Mo. 4 .To stavlet WAIN rumps /T.! I1-• i IG Inr so' a- rT.fLk-4t' at .••1 4 a% it1- •rt.l TT.: NO. I NO. 2 + S Low SERVICE NPw PUMPING STATION iah AONCr10h �j 11 U f hpvp 00ti !•' 1• fa' 14 a• ut ft fI n �It tr►tUENT - RQI Cmakktl •' CNLOpUIE CONTACT e - BASIN& L,rF,GENO O STRUCTURES ta' LIOU10S FLOW a SIZE F. a DIRECTION NQ 2 i It I • Ia• -- SOLID n► r41YARr us. toot • scum 14 • 1 R RACK IeRI OR �_-.._.----_-----_-----1 1 ® BOA AR SCREEN 1051 1 WASH WATER RETURN so, WAS WAItlI % NO.1 1 PUMPING STATION OlatsftR $UrtRNATANI • F*tss rttt RAft �% ( t►.11 •.t .�In air BUTTERFLY VALVE t yf' TNICRENER t►►tutNl RtCIRCUEAtt01l `a% j � CIIECK VALVE 4*01 tKN;RENER urtUENt I --Hr• Dc-' �ECCENTRIC' PLUG VALVE f .AP` wR► rTRp No. l PA3 a scv _ i - ili ELECTRIC MOTOR • So' ! t 1 SLUDGE THICKENERS ISC . Ia' WASN sate DRAIN EFFLUENT n FLOW TUBE 14 w f' TRP-� r.1t11-.+-- / PUMPING COH►REfs[O _____.- __/ trr MUD VALVE !•' « - _ � a/R 1 ��1-�--Tsr � FIURATI STATION • y.wAv VALVE a s R/Y.1 L I r • 3•' 4 SLIDE GATE go.t t IJuF� IJF•4 / I 1• tact•• SLUICE DATE • v_ / 0 RFM.t' 1 I/ 1 r• r RC.s t*T STOP PLATE WASN >c.11 ` Lam! 4.+0 1 1�.1�►!�� t I r DESIGN ILOw MOO I ft WATER ' I ' I t 1 RECOVERY 1l 7 ►�1F---'-=-� f -� I E, 1 SC.a •• PEAK FLOW M00 `fATVRAIKIM T 1A--•- wfN-s « 1 1� �q�-/ ACR AERATOR 1 No.I N0.2 tAMR 1st-t 1 �Atvf.tu �lo/� or, s6.1 SOLIDS RC BELT CONVEYOR IirreCAl1 I 1 1 1 PROCESSING prp BELT rILTER PRESS IN1txtNttl trrtutmf Ito 2 1 tj4t� I IILtRAt[ t 1 •C-E OVILOtNO OfM pOPpLER FLOW METER 1 a 4As Is"quislaloullon «As I 1 1 t l p5M DIGESTED SLUBOE METER •-,--------dt--....___-. -_ � TNICNENER tFFLUCNT atCIRCvtaTloN 1 t V•�-- tllvtx LOAOIN• 050 DIGESTED SLUDGE PUMP 1 • tivo•t �� li ..____..'�� __-- I i 1 ' Ell ErrLUENT PUMP` w SON ��_ _ _ _ _-_ I t.f t4' ------�-- 1 1 I ♦fp1 LNPw LOW SERVICE NONPOTABLE WATER S �tORRIfU1tOM I S.S • 7O. fUr[RNAtAN1 1 I..-----. --__..----_--_..___ ! NPWP NOIIPOTABLE WATER PUMP 1 1 �• .d 1 .pl. t 1 PSN PRIMARY SLUDGE METER 1 ' I PSe PRIMARY SLUDGE PUMP ♦� al F 1 RfP.a o►Y.f �RfaS �` - qA5 RETURN ACTIVATED SLUDGE ♦ • � . t I0 -1 1 1 RrM RECYCLE rLOw METER « .. ( N IDIlfOI yV1. No.4 �'" � 1 RSM REIURN SLUDGE METER 03 No. s ttO. S ISO. • No. 3 _ I -__ 1 + hfY.7 fC R ft•r r _ IOL.I.____ ` tORAOtT 1 OIY.� 1-1 I o Rff.• OF10.4 llfp.l OLINA SECONDARr 1tt I 1 f sRr� I 1 fLUO•t 1 1 { nEATtR 1 I j PRIMARYRSp REIURN SLUDGE PUMP SB SLUDGE BLENDER SC SLUOOE COLLECTOR SRP SLUDGE RECIRCULATION PUMP tBt THICKEftER BASIN COLLECTOR TFP THICKFILTER PUMP iP THICKENER RECYCLE ►VMP loop� TSC THICKENER SCREW CONVEYOR 1 -I �1 I I 1 ?Sr THtCXE11EO SLUDGE PUMP SLUDGE 13 14" SLUDGE LOADING 1 1 • � -.kti 1 --S WAS WASTE ACTIVATED wnWAS" WATER RECOVERY PUMP P SLUDGE METER STATION 1 _1___L_-_.._ -� wSM WASTE l JL fs e: •er RIF • -# f11G11 POINT• NORTH CAR 1{ 4t- 1C•1 • Ir vsm.I lsF-1 AERATION eAstNs t' rolA•ooN EAST510E WASTEWATER TREAT1+tENT PLANT FINAL SETTLING BASINS DIGESTERS PLANT FLOW SCHEMATIC FIGURE I.I STANDARD FORM A -MUNICIPAL FOR AGENCY USE SECTION U. BASIC DISCHARGE DESCRIPTION r Complete this section tot each oresent or proposed d.scharge Indicated In Section 1. Items 7 and S. that Is to surface waters. This Includes discharges to Other municlpaa sewerage System$ In which the waste water doss not go through a treartstient works prior to being dischargen to wrfaca waters. Dlscnarges to wells must be described whore there are also dltichargn to starf&a waters from this fW11ty. feMrate descrtotiens of each discharge are reOulred even It several disa#sgn Oft"Oft 11111104 saw* tt eltity. All valves for an etshting discharge should be reprosentatwe of the twelve previous months of operation. If this Is a propdeed tlbCkW1111. vallaes ShMia.relssot hest aesg(neering estimates. ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPF-AR IN SE'AItATC INSTRUCTtOM 9OOKLET AS INOICATEO. REFER 10 BOOKLET BEFORE FILLING OUT THESE ITEMS I. Discharge Serial NO. and Nance a. Discharge Serial No. 2614 �� I (see Instructions) b. Discharge Name tole East Side STP Outfall Give name of discnarge. If any (see Instructions) C. Previous Discharge Serial No 8l14 N/A If a previous NPOES permit APPIlcatlon was made for this Ols• Charge (Item 1, Section 1) oravrde Previous drsCharge se►lal nurnber. 2. Discharge Operating Dates a. Discharge Ie Begin Date=a N/A It the discharge has ne.e• YR MO occurred b.+t Is planned tot 10me future Gate, give the date the discharge will begin. b. Drsehary to End Date 11 the ate. l02b Charge it scned.,lee to be discon• trnued within the ne:; 5 years . give the Cate (within best estlmate) the discharge veil: one Give ?*a. son for discontinuing this discharge on Item 17. 3. Discharge Location Nate the Political bounCar►et wi;nrn which the point Or discharge is located Stare Co%;mly (If appileable. City Or Town 4. Discharge Point Deserfption (see instructions) Discharge it snow tcneck one) Stream (inciudet ditches, arroyos. and other watercourses) Estwer Lake Ocean Well (injection) Other It *Other' is ehecired. specify type S. Clsshar*e Point — Lat/Lan*. State the pteelse location Of the point of orscnarge to the nearest second. (see instructions) Latitude Longitude "3a 2036 Scis N/A YR MO A ne� ct�iL%an N.C. Guilford N/A law I I' 1) STR ❑ EST ❑ LKE ❑ OCE O wEL ❑ OTH N/A N 35 DEG. 56 MIN. 24 _ SEC VEG. 54 MllV. 24 _SEC 11-1 Tots sect/on contains 8 pe&*. C. 01.111e. Duntlen Gha the areope Ov.rtlW Quntloe In Hours. Wet e,.atner Dry .utner M 0eerf10. VeIYT. GN, the p.r.O. .olum. pg, or.lfiW 1fK101ht In thousand e.11ons. that w..th*r Dry .,..th.r a4eceea to Ham 11 fo. S.e.enslMrloalc DI.cMm. e. S.cmnal/hnoalc Dncn.ryc Ineucncr If QIKMr" Is Inn, Mitten' from a holding Pond, 49oon, sic.• plve the a[tu.l or Lppro.lm.t. numPe, of times this al{ch.rpe occVfl p., y.11, P. San entl/eerloQlc Dlsen.q• VoWn't GNe in, Iv.nlge ,.1.1. oe, anona,pe OCcurr.nc. In th OUYnO gallons. c S.a.��ll/hrleQlc Dlscnaje Ouratlen Glvt the Lenge ct ,' - tlon Of Hth QIXMrp. occurr.hc. In days. Q. SY.enal /.e rlealc dmtuge Oeeurnnce—MenIM Cn.c• ion months Ourinp in. yes, rhen the alscnarp norm.11y acws. 1 t. DIa Chile Treatment •. Cilcn.ne Tnamsnt oaKriptlon D4QIOe .as'e aP.t.menl pre. tic.$ vNO on this W."," vltn a brief rurntlra. (Se. In1tNC tsonq DISCHARGE SERIAL NUMKR &M I I _Noun thousand vallens OM InUOent �� MouaanQ ltylW �er'Y.Ciaent 31r 1 _Lima w yaw 21M I -days N/A Won, Per QISCNal" Mot "Ps.ee 2M* ❑JAN ❑FES MAR ❑APR CMAV []JUN ❑JUL []AUG QSEP ❑OCT ONOV ❑DEC nu I Treatment consists of screening, grit removal, primary sedimentation using clarifiers, equalization trickling filters, activated sludge, secondary sedimentation, sand filters and chlorination- Sludge is lime stabilized and disposal to farm application. Sludge disposal is covered under permit # W00001897 L-3 DISCKARGE SERIAL NUMBER Pon AO<Ncy VSi 14. Description of Influent and CHlwwt (aft In=tryettoRf) Influent !!'lYiuent L Parameter and Code > o o 7 .. o 214 _< < _> �> E C*2 <> <> < _< 6c.< Z< vs (1) (2) (3) (4) (S) (6) (7) Flow Million gallons per day 5005U 11.8 Daily 364 PH Units 00400 5.7 8.1 Daily 364 ' Temperature (winter) 7F 60.1 56.3 66.4 Daily 151 Temperature (summer) 'F 740:7 74.3 67.3 80.1 Daily 214 Fecal Streptococct Bactena Number/ 100 ml 740S4 xxx (Provide if available) Fecal Coliform. Bacteria Number/100 ml 74035xxx (Provide if available) > 148 Weekdays 252 Total Coliform Bactenz Number/100 rrdl 74056 (provide if available) DOD Sday •� mgn 00310 157.3 4.1 3 5 Weekdays 252 Chemical Oxygen Demand (COD) fng/l 00340 •� y (Provide if available) 413.3 33.3 25.8 44 Daily 342 OR Total Orpaic Carbon (TOC) awl 006a0 (Provide if available) , (Either analysis U acceptable) Chorine —Total Residual 0o 50060 0 0.40 0.35 0.41 Daily .56 1 -5 OISCMARGE SERIAL NUM•ER I'OR AGCNCY WU is. A"Itlexat wartmater chmaiel 11" Check tho pox "Out to WKh asraff~ N It IS OMWt In the • IWORL jaw bUtrwttlains) Parameter Parameter Parameter E (215) _ (215) (315) Y Bromide Cobalt 'Thallium 71870 01037 01059 Chloride Chromium Titanium 00940 01034 g 01152 Cyanide Copper Tin 00720 X 01042 % 01102 Fluoride Iron Zinc 00951 % 01045 % 01092 x Sulfide bead Algieides' 00745 01051 % 74051 Aluminum Manganese Chlorinated orps is = ds' P� 01105 % 01055 74052 % Antimony Mercury pit and grease 01097 71900 00550 Arsenic Molybdenum Pesticides' 01002 % 01062 % 74053 % Beryllium Nickel Phenols 01012 01067 % 32730 Barium Selenium Surfactants 01007 01147 % 33260 Z Boron Slaver Radiowtiaity' 01022 01077 % 74050 Cadmium 01027 % 'Provide specific compound and/or element in Item 17. if known. Pesticides (Lmectiades. fustpcides, mW radenticides) must be reported in tennis of the aaaeptable common sa mes4m ird i m Acaoepfthk Cow Mon Nona a+d Chaniesl Noma for she Ingredient Sutunent on Pesticide 146d ; tad Edition. Enviroeurimta) Proacdoa //nanny, WasiLogton, D.0 202S0. June 1972, as required by Subsection 162.7(b) of the ReiNktioas [or dse Enforcement of the Federal tammlidde, Fasaidde, and •Rodendcide Act. n-7 v FOR AGENCY ffd STANDARD FORM A --MUNICIPAL SECTION M. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION This 14Ctlon requires Informstlon on any unCompleted Impaem►entat►on schedule which has been Impo%d for construction of waste treatment faCllltleS Requirement scredulat may have been arstabilshed by IOct[. Stats.or Federal agencies or by Court action, IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES. EITHER NECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING DIFFERENT SCHEDULES (ITEM lb) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM 3C). SUBMIT A SEPARATE SECTION III FOR EACH ONE. 1• IfwproWefnant$ Required FOR AGENCY USE a. aftc carte sor$al Plumbers AMected Lett the discharge terlal numbers, assigned in Soc. VOn it, that are Covered by this implementation schedule b. Authority Imp"pil Requirenvertt Ch*Ck the appropriate Item IndF Cating the authority for the Irv* pierhentation schedule If the identical impiemeniatfon sChod- ufa has been ordered by more tnan One tutnOrlly, CheCk the appropriate Items. (See In. Structions) Locally developed plan Areawide Plan Basin Plan State approved implrmsntatlOn SC hedu It Federal approved water quality stanoa►ds implementation Dian Focerai enforcement procedure Or action State court Oros? Federal court order I ills Modification to aeration basin - Changing surface aerators to diffused air. Should be completed by April 1996. 00111 1 0 L OC ❑ARE O SAS O SGS p wpS O £NF OCRT ❑ FED C. Irnprosemeni Gescrlptlon Specify the 3-character coos for tree General Action Description In Table ll that best dascrlbes the iMprOvements required by the Implementation Schedule. If more than One SChedult applies to the facility because of a lobed Con. StruttfOn KMduls. State the stags of construction Doing OeiC►Ib" here with the appropriate general action COOL. submik a Separate S/Ction II I for each Stage of Construction planned. Also. list all the 3-character (Specific Action) codes which Oescrloa In -more detall the pollution aimternent practice$ that the Implementation Schedule requires. 3-character general action description �1i 7y�� MOD 3-Cha►aCier specific action ASN_./ descriptions >Nt♦3 _. IrrlplemeRtation iehedule and 3. Actual Completion Dates Provide date$ Imposed by schedule and any -actual dates of completion for IfRplef Watation $taps list" below.. indicate dates as accurately as possible. (we irlstruCtionil) Implementation Steps 2. Schedule (Vr /MO /Day) S. Actual CofrnpWicin (y► /Mp /Disy) • a. Preliminary plan comps :ts b. Final plan complete it Financing complete i contracts owarded . d. Site acquired a. (begin const►action soft 94 /-U/ A9 -/-J-- f. End constructions r w h. Operational level attained HI-1 7Wa section contains c04- 065.7r7 FOR AGIE14CV US9 STANDARD FORM A —MUNICIPAL SECTION III. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION This Section ►*dubs% Information on any uncompleted Implsmentation schadulo which has been Imposed for Conttructlon of watts treatment factilties Requirement schedu+ss may have been established by 10C41. State.or Federai 1/rnclM or by Court action. IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING DIFFERENT SCHEDULES (ITEM 10) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM JC). SVOIAIT A SEPARATE SECTION III FOR EACH ONE. 1. improvements Required FOR AGENCY USE�� . � �• a. D"Charge "ciao plumbers � �, r �"'• AMeeted List the discharge WISI numbers, assigned in Set• tlon It. that are covered by this implementation Scheau+e D. Authorlty Imp"pq Requiretmat Check the appropriate Item Indi• cating the authority for the Irr* plarnentatlon Schedule If ins ioenticai Implementation schea- ule has been ordered by more than one authority. Check the appropriate Items. (see in• st►uctions) Locally oeveioped p►an Areawi0e Plan Basin Piam State approved impiementatlon schedule FeOera+ approved water quaiity Standards impivmontation plan Feawai enforcement procedure Or action State court order Federal court order 13012 Soil! Building new incinerator and sludge handling facility. Project should be completed in 18 to 24 months. $$L OC Q ARE p SAS p SOS wpS ❑ £NF ❑ CRT (] FED c. Improvement Description Specify the 3-character cods for the General Action Description in Table Il that best Qesefibes the lmpravenients required by the Implementation schedule. It mews than one schedule appliss to the facility betsusa of a Stapa Con. struction Schedule. State the stage of construction being described two with tree appropriate general action Code. submet a separate Section II I for each stage of construction planned. Also. list all the 3-character (Specific Action) Codes which describe In•rnore detail the 004lutlon abaterreerlt practices that the Imptemerttation ' schedule ►eaulres. 3-character general action MOD oescription Btii 3-character specific action Xi descriptions Will / 2. Implementation Saheauls and i. Actual Compeller► Oats% Provide dates imposed by schedule and any 1Ctut1 daUe of Completion for irnphr ontatlon no" listed berow. Indicate dates at aacu►ate+y as possible. (am InStruCttonS) Implementation Steins 2. Scheduie (Vf A+lo /Coy) _. Actual CoeftpWicn (Yr Mo /pay) a. Preliminary plan Complete Me / / +J Z b. Final plan complete C. Financing complete i contract $10e 95./0!/_,,, t arerardeo �Nn�S' d. Site acOuirod e. 6"in consin,ction soft 08 / 15 f. End Construction % / 12 / l5 g,. iegin Discharge •. w h. Operations+ level attaine0b 77lla section eoI14Ms I M/e. GPL• 845.7C7 — - T. _ FOR AGENCY ffd STANDARD FORM A —MUNICIPAL SECTION III. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION This settlon reouires Information on any uncompleted Irnplen,*ntstbn Schedule which has been Imposed for cortstryetlon of wart• treatment fAcIlltles Reousrement schedules may have been establlShed by total. State -Or Fede.al ayeneles Or by Court anion. IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER SECAUM OF DIFFERENT LEVELS OF AUTHORITY IMPOSING DIFFERENT SCHEDULES (ITEM 101 AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM 1Q. SUBMIT A SEPARATE SECTION III FOR EACH ONE. 1. Iwlprovements Reoulred FOR AGENCY USE A. OiftRa rite Serial N urn be n �00 a • •gar,. Affected Ust the doscha►ge wiai numbers, assigned in Sec. tlon It. that are covered by this Imptem+entation schedule b. Authority InsP06114 Reauireff""t CAeCk the appropriate Item Ind: citing the authority for the Irr► plerrWItation schedule If the W*ntuas implementation SChed- We has been ordered by more than One sutno►Ity, checla the appropriate ltems. (see In• structionf) Locally devesopeo pion A►eawide Plan Basin Psa� State approved i►nplementatloA Schedule Feotrai aoorovtd water quality Standards impievnentalion plan Federai enforcement procedure Or action State court Order Federai court Order 12012 Building new incinerator and sludge handling facility. Project should be completed in 18 to 24 months. i11! I $BLOC ❑ARE p SAS ❑ SOS Q wOS ❑ENF ❑ CRT [F E D G ImproNmsnl 0escriPtion Specify the 3-character code for the General Action Descnptson In Table II that best describes the Improve"Srkts recluifed by the Implementation schadule. if more than one schedule applies to the faCltlty DecauSO of a stayed Con,. struction schedule, state the stays of construction being described l`►era with the appropriate general action code. Submit a g"Mrate Section III for each stage of construction planned. Also. list all the 3-Character (Specific Action) codes which Oescftis In-rtfore detall the pollution Mmtetnlent practices that the Implementation schedule reoulres. }character general action description Met MUD 3-character specific action oasCrIptions 3011 XI 2. lln►Nmlentation SBIWGt►Ie end 3. Actual Completion Dabs Provide dates Imposed by schedule end anysctual dates of eormpietlon for INiplernentation stews listed t Wow. indicate dates as accurately as posSlble. (No iftariaCtions) Implementation Steps 2. Schedule (Yr /Mo /Day) Z. ACWSI COrnpietlon (Yr /Mo /Day) a. Preliminary plan computes b, Final plan complete ism e. Financing complete i contract 95 /_/, awarded d. Site acauireo e. 6"In construction one 95 /08 / 15 I. End construction w ¢ ieytn Discharge •. h. Operational level attalnedj M.i 7Ws section ContsHra 1 Mee. cPl: 06s0ci FOIL AGENCY usr STANDARD FORM A —MUNICIPAL SECTION 14. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a Description of each major Industrial facility discharging to the rnunit:Iaai system. using a sepwraba smaon tv for each facility ea 11p- Von. Indicsto the a digit Standard Industrial Classification (SIC) Code for the Istdustry. the "or peoflvct or raw Puterist. the how tin Inn..• sand gallons per day). and the characteristics of the wastewater discharged from tM indatstrw faculty into the municipal system. Consult =]blt tie for standard measures Of products or raw materials. (see Instructions) t• IWor Contributing Facility (Ire Instructions) kame 1 401a (_ The Alderman Company Number& Street City County State Zip Coda 2. Primary Standard Industrial Classification Coca (yet Instructions) 3. Pnndpal Product or Raw Wterial (w instructions) • product Raw Mattriai 401b sots 4014 sole a0tf 402 4023 1 403b 4. Flow Indicate the volume Of water discharged into in* municipal syt► 404a tom In thousand gallons per day and whether this discharge is Inter• t04b mlttent or continuous. S. Pretreatment Provided Indicate it 405 pretreatment is provided prior to entering trio municlost system Ii. CRaracteristics of Wastewrate. (sere instructions) 325 Model Farm Road' High Point Guilford North Carolina 27261 73359 7384 Units (Sat Quantity Table 111) Developed Film tt�as Photographic Film' a� dace 52.6 thousand gallons per day ❑ intermittent (Int)IJEontinuovs(Con) Jay es No Qa•amstlr Nan+t BOD COD TSS Silver Paramet !t f+numbtr 0031 00340 00530 01077 vale 77 120 58 0.0141 GP 645.70E ? his section contains l psi&. FOR AGENCY U5V —1 STANDARD FORM A —MUNICIPAL SECTION LY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each w4uor industrial facility dischar ing to the rnuniltlaei system using a tl►arate Section IV for sism facility ~,op. tion. indicate the 4 digit Standard Industrial Classification (SIC) Code for tM Irwustry. the w4wor Oroduct or raw w+atolat. the flow (in thns.- sand gallons per day). and the characteristics of the wastewater discharged from the I+4worlai faculty into the municipal system. Consult : able III for standard measures of products or raw materials. oft Instructions) 1• INWor Contributing Facility (sees Instructions) sun%4 401i Custom Drum Specialties Number& Street ACID 2020 Jarrell Street" city 4osc High Point County "Id Guilford State 4010 North Carolina Zip Code 40 t f 27260 2. Primary Standard Industrial 402 Classification Code (see Instructions) 3. Pnndpal Product or Raw buterial (see instructions) Product Raw Matenai 4033 4o3b Units (See Quantity Table ill) Reconditioned Steel Drums 500 Used Steel Drums am 4, flow Indicate the volume of water f 4.82 discharged into the municipal sys. 404a thousand gallons per day tern In thousand gallons per day and wwethe► In$$ discharge Is Inter. 404b C3 Intermittent (Int) @§ Continuous (can) mittsnt or Continuous. S. Pretreatment provided Indicate it 405 93Yes CNo pretreatment is provided prior to I entering the municipat system S. Ckar"tertrtics of Wastewater (see instructions) i a Parameter Name BOD COD TSS Chromiuu Copper Lead Zinc Paranwi or Number 00310 00340 00530 01034 01042 01051 01092 Value 447 407 37 0.018 0.175 0.1016 0.6733 IV-1 t;ao a415-701 This section contains 1 petge. STANDARD FORM A —MUNICIPAL SECTION 1Y. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM FOR Aacr4cy usr 1 I Submit a description of each major Industrial facility cifscharging to the mslnleiV144 System. tesln0 a eep4rete Satilon IV for OdCh facility desrr.p- tion. Indicate the 4 dlgit Standard Industrial Classlflcallon (SIC) Code for this Industry. the, "or Oroduct or raw wat"I&I. Me flow tin thoo.- sand gallons per day). and the characteristics of the wattewatM discharged frprft tM Mdustrlal faclllty into the munwpal system. Consult = able III for standard measures of products or raw materials. (sae Instructions) t• ttWor Contributing Facility (tree Instructions) wme 1 4018 (_ Hunter Jersey Farms Number& Strut City County state Zip Coot 2. Primary Standard industrial Ctaulflcation Code (s,te Instructions) 3. Principal Product or Raw Matertal (»e Instructions) Product liaw Material 4. Flow Indicate the volume of water discharged into the munlcloal sys- tom In thousand gallons par day and wftethe+ this discharge is Inter• ntlttent of continuous. S. Pretreatment Provided Indicate if pretreatment is provided orlor to entering the municloai system t. Characteristics of Waste+wate. (see instructions) 401b 40It 401 d 401 t 40if 402 40.13 1 403D 1 P.O. Box 5148, 1900 North Main Street High Point Guilford North Carolina 27262 2026, 2024 Units (Sae Quant! Table 111) Dairy, ice cream and tt�s milk products • atttsr srx 404a 100.460 thousand gallons per day 4040 ❑ intermittent (Int) Continuous(con) 405 ❑ Yes No I Parameter Name BOD COD TSS Zinc Param+et at Numoer 00310 00340 00530 01092 Value 1257 4493 755 0.2768 IV-2 Me section cor fairse 1 peje. cr0 a415.70c FOR AGENCY USV -1 STANDARD FORM A —MUNICIPAL SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM SUbrmit a deetrlption of each Major Industrial facility 01s h4rging to Ma InUnkloe1 ayetent. YslrtI a Separate Section IV for each t&Cltlty descrip- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the moor Product at raw material. the now (in the l.- sand gallons per day). and the characteristics of the wastewater dlschw9ed from the Industrial faculty Into the munlcipat system. Consult : able III for standard maasures of products or raw materials. (sae Instructions) t• Mayor Contributing facility (toe Instructions) Name 401a Influential Hosiery _ Number& Street City County State 219 Code 2. Primary Standard Industrial Claultication Code (yte Instructions) 3. ►nticivat Product or Raw Material (see Instructions) • Product Raw %Ajiteriai 4. Slow Indicate the volume of water discharged into the municipal sys- term In thousand gallons per day and whether this dittharge Is Inter• fnittent or Continuous. S. "treatment Provided Indicate if pretreatment is provided prior to entering the municlost system i. Characteristics Of Wastewater (sive instructions) i 401 b 401c "Id 401e 401f 402 4033 1 403b I 425 South Centennial High Point Guilford North Carolina 27261 2252 Units (See Quantity Table 111) Textiles gas 60,000 dzfwk-- Hosiery Finishing Packaging Mn 4048 1 19.6 thousand gallons per day 4"b ❑ intermittent tint) ❑Continyous(con) 405 Yes Arlo Parameter Name BOD COD Copper Zinc Ammonia paramet at Number 00310 00340 01042 01092 00610 Value 82 1508 0.1708 0.1468 13.54 IV -I rhis section eonlairu I page. CPO 865.709 FOR AGENCY USr � STANDARD FORM A —MUNICIPAL y1 SECTION 137. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each wwor industrial facility dwharging to the rnunict" svaern. uslnp a wKwate Section IV for emn facility descrrp- Von. lhdkate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. tfN &stator product or raw fnater,al. the flow (in into%.- band gallons Ow day). and the characteristics of the wastewater discharged front the Indu trial faculty Into the municipal system. Consult : able III for standard measures of products or raw materials. we Instructions) I. "Wor Contributing Facility - (w instructions) Name 1 40l a I Fiber Dynamics Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see Instructions) ). Principal Product or Raw Material (s.ee instructions) Product Raw Material 4. Flow Indscate the volume Of water discharged onto the municipal sys• tom In thousand gallons per day and rrhether this discharge is Inter• mittsnt or continuous. S. Pretreatment Provided Indicate if pretreatment is provided prior to entering the municipal system t. Caaractslr4stits of Wastewater (ew instructions) . I 401b 401c 401 d tole 40, f 402 403a 40Jb 404a 4040 405 1 200 South West Point Avenue High Point Guilford North Carolina 27261 Units (See Guantl Table 111) Dependmt oa Textiles 44s mmrket demEm _polyester, polyamide, ray arx fiber, acrylic latices, melamine, surfactants, c a ysts, dyes thousand "lions Per day ❑ Intermittent (inobContinuous (con) 19yes ❑NO Name `er BOD COD TSS Ammonia Pa►amet or Numoor { 00310 100340 00530 00610 va+ue 7 142 1 1201 1 93 1 33.21 IV-1 nis section conuine 1 peg.. c. a ads.701 FOR AGIENCY USr� STANDARD FORM A —MUNICIPAL ~ SECTION LY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a dewiption of each major Industriai facility discharging to the muniel" systeta. yeln0 a separab SMUOe IV for &KJk UClNty ~top. tlon. Indicate the 4 digit Standard Industrial Ciasslflcation (SIC) Code for the industry. tAe minor vrodwct o► raw watas ial. the flow (in tftcu.- Lind galiortt per day). and the Characteristics of the wastewater discharged from tM Industrial faculty into the municipal system. Consult = 3bia Ill for standard measures Of products or raw materials. (see Instructions) t• Ma(or Contributing Facility - (sM Instructions) Name 14c,, I Marlowe Van Loan Number& Street City County State Zip Code 2. Primary Standard Industrial Clauiflcation Code (yes Instructions) 3. Principal Product or Raw s,Aatenal (see Instructions) Product Raw Malarial 401b 40it 4osd 40te � 401f 402 4033 407b 1 4. Flow Indicate the volume of water discharged into the municipal sys• 404a tom In thousand gallons per day and who her Iris$ discharge is Inter. 404b mlttent of Continuous. S. ►retraatment Provided Indicate if 405 pretreatmeni is provided prior to entering ins municipal system 4. Characteristics of was"water (ace instructions) 1224 West Ward Avenue High Point Guilford North Carolina 27261 2869 Units (Sat Quantity Table ill) Chemical Mfg/D,yestuff Textile Specigity Chmdra7 s: deft 4030 SoM. Detergents.- Softeners, Carriers F;�t-ram Rps arx 6.77 thousand gallons seer day Intermittent (Int) 8 Continuous (can) fJ Yes ❑Nis Pararnete► Name BOD COD TSS Lead Zinc Cyanide Parameter Number 00310 00340 00530 01051 01092 00720 Value 267 1412 136 0.0355 0.0956 0.0035 IV-1 Is 0 643.70E 7hia aection, conwi e I pege. FOR AGENCY USP STANDARD FORM A —MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a arrcrlption of each swa,)or industrial facility aischarging to the nwrAckw system. lasins a "Wate Section IV for each facility desersp- tion. Indicate the a digit Standard Industrial Classification (SIC) Code for tho iwdustry. the "or prodwct or rawr twatextsy. the how (in tha..- sand gallons per day)o and the characteristics of the wastewater duchargod from tfst i oaxtrtsi facility into tht municipal system. Consult :able Ill for standard measures of products or raw materials. (sae instructions) t• tria(or contributing Facility (No instructions) , Name 14o1a � H. B. Plating, Inc. 14urmberi Street City County State zip Code 2. Primary Standard Industrial Clasalfication Code (31e Instructions) 3. Prindilal Product or Raw Wtarial (toe Instructions) f=roduct , Raw Materiai 4. Slow Indicate the volume of water discharged Soto the municipal syt. tern In thousand gallons per day and wrhrther tries discharge is Inter• miittent of Continuous. S. Pwrestrhent Provided Indicate if pretreatment is provided prior to entering the municipal system S. CRawter'islies of Wastewater (ow instructions) solo 401c "to sale 401f 402 40>> 4031 4044 4041 405 1301 Corporation Drive Archdale Guilford North Carolina 27264 3471 Units (Sae Quantity Table tit) Metal Plater Electroplating Screws, Nuts, Nails, etc. 8.645 thousand "lions Dor day ❑ Intermittent (IntmContinyous (con) =Yes [3 f+to pa►arneter Name Cadmium Lhromiumflopj2er Lead Nickel Silver Zinc Cyanide Amm=3 aaran"I of Wumbar 01027 To1034 01042 01051 01067 01077 01092 00720 006 H Value 0.025 10.0173 0.2547 0.0784 0.0855 0.0141 0.1808 0.0620 1 30.81 IV-1 nil section CaMaine 1 Page. CPO 995.70E POOR AGENCY ust: � y STANDARD FORM A —MUNICIPAL � SECTION 3Y. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each moor industrial facility discharging to the mwnlicl" syaen% wsine a tiowate Sattat IV for MCA facility Oese*rp• tion. Indicate the 4 digit Standard industrial Classification (SIC) Code fw the ItwNstry. tM ftsior WOdNGt OF taw fwateAal. the flow fin thr•..• sand gallons pet day). and the Characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult : stale all for standard moasures of products or raw materials. (um instructions) j• Major contributing Facility (bee instructions) Name 4013 Diversified Technology • Number& Street •0110 125 Wade Street City 401c Jamestown County "Id Guilford .� State Sole North Carolina Zip Code 601 f 27282 t. Primary Standard industrial 402 3679 Classification Code (see Instructions) 3. Principal Product or Raw Material (see instructions) Product , Raw Material 403a 403b Units (tee Quanllty Tabie 111) Printed Circuit Boards seas 483f 4. Flow Indicate the volume of water I 7.05 discharged into the municipal syt. 404a thousand gallons per day tern In thousand "lions per day and vrrwnv this discharge is Inter- 404p Intermittent (IntIUContinuous(can) mitten or continuous. S. "treatment Provided Indicate if 405 ®Yet El No Pretreatment is provided prior to entering the municipal system fi. Cna►acteriltics of Wastewater (me instructions) l parameter Name I-CoRper Lead Nickel Zinc Silver pa►amet or Number 01042 01051 01067 01092 01077 Vaius 0.0753 0.0277 1 0.0320 0.0393 1 0.0141 IV-1 CPO 165.70E This section contains 1 page. ROIL AGENCY USr 1 STANDARD FORM A --MUNICIPAL SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each w4jor Industrial facility discharging to the /twnkl" system. losing a separate section IV for each facility ~rip• tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry. the / dir proovct ea► raw f%4tertae. the how (in tha..- sand gallons per day). and the characteristics of the wastewater discharged from the ih0ustrw facility into the municipal system. Consult :3bie III for standard measures of products or raw materials. (sae Instructions) t• "Qor ContrlbutloIl Facility two instructions) Name t018 Greensboro Metal Parts • Numberi Street 4011) 301 Scientific Street City 401e Jamestown r County "Id Guilford state 4ote North Carolina Zip Code 40tf 27282 2. Primary Standard Industrial 402 3496,3479 Clalslllcatlon Code (see Instructions) 3. Principal product or Raw Material (sae Instructions) • Product Raw Material 4033 403D 4. Flow Indicate the volume of water discharged into the municipal Sys- 404a tens In thousand gallons per coy and whothe► this discharge Is Inter- 464b mittent o/ continuous. S. Pretreatment Provided Indicate if 405 pretreatment is provided prior to entering the miunicipai system S. Ckarocteristles of wastewater (see instructions) Units (See Quantity Tabee till Metal Prep. 4M Wire Fabricator and Electrostatic Powder Coat as" ,N�r 2.280 thousand gallons per day intermittent tint gffCoatinuous(con) 30Yes ONO Paran+ete/ Name Tcovver Lead Nickel Zinc aaramet or Number 01042 01051 01067 01092 Value 0.0393 0.0303 1 0.0250_1 0.0391 Eli 0 845.70E This section ca"Wne 1 page. 1 FOR AGE14CY VSr -1 STANDARD FORM A --MUNICIPAL 1 SECTION IZ INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each wt•Uor Industrial facility discharging to the n+aniolial symem lasing a separate Section IV for each facility ~Yap - Van. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. tRe moor oeoftct or raw waterlal. t%o now (in the+•.• sand gallons par day). and the Characte►Istics of the wastewater discharged from tM {+e0trttrtal facalty Into the rnunsclpal system. Consult =stile III for standard malasures of products or raw materials. (s4o Instructions) t• Major Contributing Facility (see Instructions) sun%4 1 data Metafab • Numbers Street City County state Zip Code 2. Primary standard industrial • Clatatflcation Code (see Instructions) ]. Principal Product or Raw Material (sae Instructions) • product , Raw Material 4. Flow Indicate the volume of water discharged into the municipal Sys. Iran+ In thousand gallons Der day and wf+ethv this discharge Is Inter- mittent at continuous. S. Pretreatment ►rowlded Indicate if pretreatment is provided prior to entering the municloal system 4. Ckaraeteristies of Wastewater (see instructions) 4asa 400 1 401b 40tc 401 Q I' 4pit dolt 402 40�a 40�b tOsa 4o4b 40S 2528 East Green Street _ High Point Guilford North Carolina 27260 34712 34993, 2514 Ceased All Plating 2/95 Units (s« Quantity Table ill) Metal Plater d s Brass & Chrome Tables & ern. Steel Tubing, Iron �n bars Castings thousand gaiions per day =Intermittent (Int) (] Continuous (can) XXY e9 ❑ No NO DISCHARGE GP 0 895.70E IV-1 "is section contsim 1 page. FOR AC=AICY USr STANDARD FORM A --MUNICIPAL 1 SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a Geacrlptlon of each W4jor Indvstrial facility Glscharglng to the nwnkidal Sy;tern. using a 9a0araba Section IV for anh facility devrsp- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Gads for the IRGUstry. IPW malor product Or raw WAtertat. the how, (in thi+•.- sand gallons p+r day). and the characteristics of the wastewater db4harged from the {ndustrlai facility Into the municipal System. Consult : 3bie lit for standard m4asurst of produCts or raw Materials. (Sale Instructions) �• Major Contributing Facility (Me instructions) • 1 rota I Metal Creations Name Nurnberi Street City County State ZIP code 2. Primary Standard Industrial Ciaulfication Code (yec instructions) 3. Principal Product or Ra.r Katenal (set instructions) • D►oduct , Raw Material 4. Flow InoicJte the volume of water discharged into the municipal Sys - torn In thousand gallons per Gay Sod ~he+ tnis GiScharge Is Inter- mittent or continuous. S. Pretreatment Provided Indicate if pretreatment it provided prior to entering the municipal system 6. Cha►acterlrtict of Wastewater (See instructions) . M 401111 4011C "Id cote 401 f 402 3521 Armory Drive High Point Guilford North Carolina 27261 3471 I Units (See Quantity Table Ill) Metal Plater 4osa Metal Fabrication & Plating of � 4*U Nickel, Brass & Chrome 4o s b Cold Roll Steel., Electrop_lat�g, (bamirals 404a 17.307 thousand gallons per day 404b D Intermittent (Int)1jff.COntinyoua(Con) 405 MRes OHO ame'`terlChromiuml Copper Nickel Zinc Cyanide Paramet or Wurntwr 01031 1 01042 01067 01092 00720 Value 0.1807 0.0377 0.0575 10.0277 1 0.035 IV' nia Section eantah" t page. GP 1145.70t; FOR AGENCY USV '1 STANDARD FORM A —MUNICIPAL SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a destrlptlon of each major Industrial facility discharging to the MUMClael systom, losing a epK aato Section IV for eleclh facility ~rrp- Von. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Imustry. the "or O*OCKKI Or raw nwaterial. the how (in the+•• - sand gallons per day), and the Characteristics Of the wastewater discharged from the Indlostrlai faculty into the municipal system. Conwtt :able II I for standard measures of products or raw nlatarlats. (soe Instructions) �• MMor Contributing Facility (liar Instructions) Name 4018 Industrial Anodizing • Numbers Street 401b 112 School Road _ City 401C Trinity _ County 4o t d Randolph state Solt North Carolina _ Zip Code 40 t f 27370 2. Primary Standard Industrial 402 3471 Classification Code (art instructions) 3. Principal Product or Itaw material (see Instructions) • Product - Raw Material 403a 1 40311 4, Flow Indicate the volume of water discharged into the municipal Sys. 404a tent In thousand gallons per day and wbathe+ this discharge Is Inter- 404b MIttent or continuous. S. "treatment Provided Indicate if 405 pretreatment is provided prior to entering the municipal system t. Characteristics of wastewater (see instructions) . t Units (Soo Quantity Table 111) Metal Prep/Anodizer am 15 — 20. �. Sulfuric rri riyjng!f Cleaners. Caustic Etch. Dye Sealer 2.2 thousand gallons per day ❑ enter mittent (int) 0Centirwous(con) D Vet ONO Name ter hromium Copper Nickel Zinc Paran»tor Number 01034 01042 01067 01092 Value 0.0598 0.0515 0.1948 1 0.0720 GP 0 a43-70E IV-1 This section contains l peg*. FOR AGENCY Usr � STANDARD FORM A —MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a aa&cription of each w4or industrial facility discharging to the munk4w system. using a 91"Wate 54C1Jon IV foe each facility dle's[rrp- Von. Indicate the 4 digit Standard Industrial Ciassiflcsoon (SIC) Code for the Industry. the rna(oa product Or raw Iw+twial. the how tin thee. - sand gallons per day), and the characteristics of the wastewater disch r4ed from toe ilsdsrstrw faculty into the munwipat system. Consult 101e itI for standard measures of products or raw materials. (s" Instructions) �• Maior Centributint Facility (re Instructions) kame 4O18 Harris Covington • Numo.ra str«I 4010 2525 East Green Drive - city 401c High Point county "Id Guilford State dote North Carolina Zip Code 401f 27261 2. Primary Standard Industrial 402 2252 Classification Code (sae Instructions) 3. Principal Product or Itaw material (see Instructions) • Product , Raw Material 4022 4a3p 4• Flow Indicate the volume of water discharged into the municipal Sys. 4O4a tem In thousand gallons per Gay and --" I%r this discharge Is Inter- 4O41) rnittent or continuous. S. ►rttreatmisnt Provided indicate it 4O5 pretreatment is provided prior to entering the municlpai system i. Cnaraoteristics of Wastewater (ate instructions) Units (See Quantity Tapia Ill Textiles Hosiery Mfg• fx m synthetic & finis 4*U natural yarns Orloa, Ny7 oa & Cotton' Yarns Bleaches j 73 thousand gallons pea day 0 intermittent (intIM Continuous (con) • Yes X9]NO Parameter Marne Zinc- B® TSS Nickel Ammia vararnet of 14Nmpe. 00M 01Q4 - 01092 00310 00530 01067 00610 Value 2325 F0.42Z 0.2698 146 125 0.0392 10.35 IV-1 7his section cdnteisse 1 page. c•o ass.7Of FOR AGENCY USV � -i STANDARD FORM A --MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each P Wor Industrial facility discharging to the murAcW l "ent, winj a toparsb SrCtion IV for each facttlty Oetrr+p- Von. Indicate the 4 digit Standard Industrial Classification (SIC) Code for t%*Industry. itae "law prodtret or raw wAtedal. the tsow (in thno.• Land galiont per day)• and the characteristics of the wastewater discharged from m4 industrial facility Into the munwipal system. Consult =sole III for standard rnassures of products or raw rntatersais. (sae Instructions) t• moor Contributing Facility (sit instructions) Name 4018 _ P. M. Electrop Number& Street 4010 311 New Street City 401C ' " Pbint _ County "Id Gu l f01d— State 401e North Carolina Zip Coot 401 f 27261 2. ►ninary Standard Industrial 402 3471 Classlflcation Code (yte Instructions) 3. Principal Product or Raw Material (um instructions) • product Raw Material 4• Flow Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whethr In*$ discharge Is Inter• mittent or Continuous. S. Pretreatment Provided Indicate it pretreatment is provided prior to entering the municloal system i. Claaracterletics of wastewater (see instructions) r 403a 1 4030 1 Metal Plater 404a 15,059 thousand *,Ions par day 4040 Intermittent (Int)oContinuous(con) 403 Yes . ❑NG Units (Sat Quantity Table 111) 4030 parameter QWer NameIead Nickel CyamideParameter Number 01042 01051 01067 00720 Value 0.0543 10.0273 0.4338 0.2754 G P a 695.7of IV-1 This section contains 1 page. FOR AGENCY USr 1 STANDARD FORM A —MUNICIPAL I SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a daacriation of each major indutstrtat facility discharging to the nwnidaN system, ysln0 a snowato Section IV for each facility ~rep- tlon. Indicate the a digit Standard Industrial Classification (SIC) Code fo► the 1144UUry. the twa(or product or raw Mated&(. the flow (in thru.- sand gallons poor day). and the characteristics of the wastewater discharged from the InowstrW faculty into the mtunwpal system. Consult :3bie III for standard rnaasures of products or raw materials. ("o InstruCtlont) tMyo► Contributing Faclllty (ser InstruGtloni) Name I ao1, � Prochem II Number& Street City County State Zip Code 2. Primary Standard Industrial Clatalfication Code (see Instructions) _. Principal Product or Raw Material (sac instructions) • product Raw Material 4. Flow Indicate the volume of water discharged into the municipal Sys. tem In thousand gallop's per day and Who how inns discharge Is Inter- mittent or Continuous. !i. P*etnt,tmont Piovicad Indicate if oratteatmenl it provided DrIpr to entering the municipal system i. Claaracteristles of Wastewater (see instructions) aotb 401c 441 d 401e 401 f � 402 403a 403b 404a a04b � 03 I 510 West Grimes Avenue High Point Guilford North Carolina 27262 2471, 2869 Units (Sae Quantity Table sit) Chemical Mfg. ,may 4034 Specialty Chemicals Or-v=k Fatty Acids , ' Or��,,an; r ems, Pbtassim Hydruxide � 5.39 thousand lfaiions Per day ❑ Intermittent (Int) EMOntln4ous(con) Met ❑No Pa•ameter Name I BOD COD TSS Lead Zinc Parar"t or Number 0 310 00340 00530 01051 0109.2 Value 341 4182 1 271 1 0.0375 10.1955 IV -I Me section contains 1 pegs. 6►0 945.70E FOR AGENCY Usr STANDARD FORM A -MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each Major industrial facility discharging to the AWnk►w systelrtu siting a saperab section IV for each tacltlty ~rsp- tlon. Indtcats the 4 digit Standard industrial Classification (SIC) Code for t e industry. the "or peodvct or raw lwaterlal. the tlow tin tno•.• sand gallant per day). and the characteristics of the wastewater discharged from tM Industrlal falcRity Into the municipal system. Consult :3ole fit for standard measures at products or raw materials. (sae instructions) "War Contributing Facility (see Instructions) Name 14013 Royal Dev_elovment _ Num bar& Street City County state 21p Code _. Primary Standard Industrial CIaSSIflCatton Code (see Instructions) 3. Principal Product or Raw h"tertal (ste instructions) Product , claw material 4. Flow Indicate the volume of water discharged into the municipal Sys• tem in thousand gallons per Gay and wMtne• this discharge Is Inter- fnittent or Continuous. s. ►retrestment Provided indicate if pretreatment IS provided prior to entering the municipal system fi. Cll.aratteristics of Wastewater (am instructions) I aolp 401c 441 d 401 e 401f 402 403a 1 403D I 404a 4040 405 ) 325 Kettering Road High Point Guilford North Carolina 27260 3429 Units (Set Quantity TaDls 111) Metal Prep. Ctjt ' , Foni, ,Assemble, Cl Paintfi g, Sealing of Metals Coil Steel aft six 5. 109 thousand gallons Per day Intermittent (lnt)j:KConttnucows (con) XXr fs Q Pia Pa•an+ttar Name BOD COD Lead Nickel Zinc paramet of fhoumoer 00310 00340 01051 01067 01092 Valut 2 737 1 0.4470 0.0522 0.0529 IV-1 nis section contains l pogo. GP 893.70E FOR AGE04CY usr � STANDARD FORM A —MUNICIPAL 1 SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a deaerlptlon of each or -War Industrial facility discharging to Me munk4W syaorn, using a segaints Setilert IV for each fadtity dewvip- Van. Indicate the a digit Standard Industrial Classification (SIC) Code for the Industry. the major p o&jCt Or raw poteriaf. "e flow (in thr+•.- sand gallons per day). and the characteristics of inc wastewater diSchalged from the UwU trial facility Into the municipal system. Consult :able III for standard measures of products or raw materials. (heir instructtont) 1• MMor Contributing facility (Yf Instructions) Name I so 1 a Rugged Sportswear NurnberL Street City County State Zip Code 2. Primary Standard industrial Classification Code (see Instructions) 3. Principal Product or Raw Material (sae instructions) Product Raw l►laterlal 4. :low Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and wMther this discharge !s inter- mittent or continuous. S. Pretreatment Provided Indicate it pretreatment is provided prior to entering Ins municipal system i. Cltara0terirtics of Wastewater (ere instructions) r I 40111 401C "Id 401e s01f 402 1914 South Elm Street High Point Guilford North Carolina 27261 2257 I units (See Quantity Taere Ili) Textiles 40 ] a Knitter, 2ff: nZ, FinishiM of q,� IOao Cotton & Pbly/cotton Fabrics 40�b Fiber, aMtuff & Finish sex (}eni(•al Bata 360 thousand Onions Per day 4"b to Intermittent (Int) [3COAtinuous(con) 405 [] vet ®Mao Pararnater Name BOD COD TSS Parameter Number 00310 00340 00530 Value 138 547 37 IV-1 Thin section eontaim I Pule. t:>• o aas.�os FOR AGENCY usr � -y STANDARD FORM A —MUNICIPAL SECTION IY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each w4jor Industrial facility discharging to the ftnunkt W sySterfl. Wiling a 96wate saCtion IV for eah taCNlty de "p— lion. indicate the 4 dlglt standard Industrial Classification (SIC) Code for the 1twuatry. the Mow product or raw wliterlaa, tim flow (in thi+•.• sand gallons per day), and the Characteristics of the wastewater discharged from the tndefstrial tacmity into the municipal system. Consult : ]bie 111 for standard measures of product$ Of raw rhaterl4ls. (lee Instructions) 1• Mmor Contributing Facility (fee instructions) wme t018 Sedgefield Specialties . P/umberL street 401111 6008 High Point Road' ` City 401C Jamestown County Soto Guilford state 4ole North Carolina Zip Code got! 27282 2. Primary Standard Industrial 402 28213, 2843 v 28699 2851, 28992 2841 Classification Cade (yet instructions) 3. ►rindpal product or lits- blaterial (s•e Instructions) PTOduCI - Raw Materiai 401 4011 Units (See Quantity Table 111) Chemical Mfg. f�a. 'did" "3f 4. slow Indicate the volume of water , $ 1• 29$ discharged into the municipal sy*. 404a thousand "Meru per day tom In thousand gallons per clay and whetnew this ditcnarye Is Inter- 444b 0 Intermittent (Int) 9)COntlnuous(con) mittent or Continuous. S. Pretreatment Provided lndicatc if 405 $j Ves C]NO pretreatment is provided Arlo+ to entering the municloai system S. Characteristics of Wastewater (See instructions) a - Paamtter Name COD TSS Zinc Patan'Nt et Number 100340 00530 01092 Value 7 1010 T 188 0.I110 IV-1 GP 4141S•704 nis Section CoMafne 1 prge. FOR attatPdcr USr STANDARD FORM A —MUNICIPAL "t SECTION IY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each wta)or Industrial facility discharging to the munklow syumm. inlrq a 9e4aratia SettIon IV for eacpk facility ~rrti~ tlon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the lwdustry. the nWor PrOd%Kl OF raW nytMal. the flow (in MO.. - land gallons per day). and the charicterfstics of the wastewater dhicharged from tM industrial facility Into the municipal system. Consult : sate li I for standard measures of products or raw materials. (see instructions) 11• MiWor Contributing Facility is" Instructions) wme 4ata Textile Industries • Number& street 40tb 501 South Centennial' _ city 401C High Point county 401d Guilford _ State 4014 North Carolina ` Zip Code 2. Primary Standard industrial Clalsttication Code (see instructions) 3. Prindpal Product or Raw hiatenal (see instructions) Proovct Raw Material 401; 402 403a 1 403b 1 4. Flow Indicate the volume of water d+scharged into the municipal syt• 4046 tern in thousand gallons per day and wnrthV this discharge Is Inter- 40411 mittent or continuous. S. "treatment Provided indicate if 405 pretreatment IS provided prior to entering the municipal systern t. characteristics of Wastewater (see instructions) a 27261 2252 Units (See Quantity Tatsie 111) Textiles Hosiery Mfg., Wet Fini,S ing, «s. Dyeing St S2aEing Sods Mat. Cotton, Nyloa S Orlon Fibers 22 thousand gallons per day C] intermittent tint) QContlrwous(con) ❑ vet QNo Parameter Name BW (M MS Copper Zinc Aaramet or Nurnae.—W310 00340 00530 01042 01092• Valve 528 635 1 180 101040 1 0.1305 IV-1 retie aecfion contaim 1 peje. re 0 atS.7011 s FOR AGENCY V5V 1 STANDARD FORM A --MUNICIPAL SECTION 17. INDUSTRIAL WASTE CONTRIS=ON TO MUNICIPAL SYSTEM Submlt a description of each xWor Industrial facility disCharging to the rhurslOW aysiteM4 11111r1t a 1100400111 SOCU001 IV tar Mch tac114ty d*W?oP- Von. Indkato the 4 dlglt Standard IndustrWI Classification (SIC) Code fort" Industry. the maIor p•odyct or r&wr Iwatod&l. the how (in the,-. - hand gallons pot day). and the characteristics of the wastewater discharged from this indsistrlai facility Into the munidpal system. Consult = 3bie III for standard measures of products or raw materials. (see Initluctiont) �• KWor Contributing facility (see Instructions) Mam+e 'gala j Thomas Built Bus f4umoerli, street City County State Zip Code 2. Primary Standard industrial Clasalficat►on Code (yes instructions) 3. Principal Product or Raw Wtertai (see instructions) Product Raw 1vlaterial 4• Flow Indicate the volume of water discharged into the municipal Sys - torn In thousand gallons per day and whether this discharge is Inter• mittent or continuous. S. Pretreatment Provided indicate it Pretreatment is provided prior to entering the municipal system t. Characteristics of Wastewater (see Instructions) 401 b 401C 401d sole 401 f 402 4033 403b 1408 Courtesy Road High Point Guilford North Carolina 27261 3713 Units (See Quantity Table 111) Metal Prep. Mfg. Bus Bodies S Chassis am 33 Buses 4031. Metal Fabricatiaa, Welding �spt�ate Coatine, Painting � �x 4043 31. 185nta„a„d gallons pia day 464b [] Intermittent (lnt)MContinuous(con) 405 "=Yes ❑No Parameter Marr+e Chromi Nickel Zinc Cyanide Para met or Wumeber 01034 01067 01092 00720 Value 0.3555 110.2980 1 1.0239 1 0.1153 IV-1 ni& &action con4hs& 1 page. C►0 41111.70E State of North Carolina Department of Environment, • Health and Natural Resources Winston-Salem Regional Office 0 James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary . Leesha Fuller, Regional Manager r Mr. Nickie D. Mills, EIT Davis -Martin -Powell & Assoc., Inc. 218 Gatewood Avenue, Suite 102 High Point, NC 27262 June 26, 1995 Subject: High Point's Eastside WWTP Expansion Preliminary EA Considerations DMP Job No. E-1971 (BF) Guilford County Dear Mr. Mills: 'LTA XM H NFZ DMSION OF ENVIRONMENTAL MANAGEMENT. In response to your written request of June 5, 1995 concerning your preliminary engineering report and preliminary environmental assessment, the following items should be given consideration in your analysis: 1. Physical Plant: a. Flooding concerns at the plant b. Acquiring 404/401 Certifications for actual expansion C. I&I studies and associated collection system classification and necessary system improvements d. High flow treatability and short-circuiting (reduced treatment) associated with rainfall e. Flow measurement accuracy during and after significant rainfall events f. Alternate disinfection such as Ultraviolet or Ozonation g. Water reuse and recycling potentials 2. Chemical & Physical Processes: a. Cyanide concerns in wastestream and effluent b. Phosphorus removal by chemical processes as well as biological removal efficiency C. Foaming and color in effluent (previous and future complaints) d. Color removal and associated benefits to treatment efficiency e. TOC review and future loading considerations ' f. Pretreatment opportunities and potential improvements g. Land application or other disposal options (incineration, etc.) 585 Woughtown Street, Winston-Salem. North Carolina 271072241 Telephone 910-771-4600 FAX 910-771-4631 An Equal opportunity Afftrmative Action Employer 50% recycled/ 10% Post -consumer paper v The EA or EIS should provide a thorough review of the potential impacts to downstream natural environments and potential requirements for this discharge if the Ranceman Dam is built. Best available technologies (BATs) may become necessary and appropriate. If so, the reuse and recycling of water should be given ample consideration. Flow measurement at this facility during rain events is a concern. The plant is permitted for 16.0 MGD and flows up to 32 MGs are not uncommon. It is our understanding that flow measurements less than 35 Mgs may be somewhat accurate but that greater flow values are extremely suspect. Repair and replacement of portions of the collection system should be given expanded and integral consideration as the WWTP experiences significant high flows which reduce treatment during storm events (both short and long term events). Expanded equalization may provide some buffering; however, major I&I should be addressed at the source and in an ongoing manner. Failure to reduce I&I could jeopardize or negatively impact expansion of the plant and future municipal growth as well as precipitate flow allocation processes by this Division. Health concerns and third party suits will likely become more of a potential if insufficient treatment and pass throughs of high flows continue to be a concern should these waters become water supply waters. The Region recommends that you thoroughly review the Compliance Sampling Inspection letter sent to Mr. Linwood O'Neal on March 29, 1995 for additional concerns and considerations. The WSRO is aware that an "Eastside WWI? Evaluation Study" was completed in January by Camp, Dresser and McKee. The Region requested a copy of this document in order to gain additional insights concerning the WWTP and potential impacts to the proposed Randleman dam and associated water quality issues. The Region has requested a copy of this document and would defer making additional comments on any draft High Point Eastside EAs until after reviewing the study. This study could also provide insight useful in your EA. The Region is unaware of any considerations for the proposed EA to become an EIS; however, it may behoove DMP and the City of High Point to request a determination as to which is more appropriate (if not previously done). Comments provided herein are provided in order to offer additional insights and should not be considered as an official review or approval of this project. If you have any questions regarding this letter, please call Mr. Ron Linville, Mr. Jim Johnston or me at (910) 771-4600. Sincerely, . Steven;tWhey Water Quality Supervisor cc: Ken Carter, Guilford County Environmental Health Division Director Michelle Suverkrubbe, Guilford County Planning' Dept. WSRO Central Files lhipt-exp.eis