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| vpf TelepMne (412) 393-6000 0Bx4 i Shippingport PA 15077-0004 July 26, 1989 Document Control Desk U. S. Nuclear Regulatory Commission Washington, DC 20555 NPDES Monthly ReDort, EPA Permit Number PA0025615 L
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| ==SUBJECT:==
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| BVPS No. 1 and No. 2 Docket No. 50-334 i License DPR-66
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| ==Dear Sir:==
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| Enclosed- is a copy of the NPDES Monthly Report as submitted E to the Pennsylvania Department of Environmental Resources. Also enclosed is a copy of Duquesne Light's application for renewal of the NPDES Permit (No. PA0025615) as submitted to the Pennsylvania Department'of Environmental Resources.
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| 7 Very truly yours, G> t-R. J. Druga Manager, Technical Services DAO/cj j Enclosure 0 Q d 6 4'p b %
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| 8908020238 890630 PDR R ADOCK 05000334 PDC
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| - _ = _ _ _ _ _ _ _ _ _ T\- 1
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| | |
| x__ _
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| ,18Vs,.
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| 'Af Telephone (4th 393-6000 0Bx4 Shippingport. PA 15077-0004 July 26, 1989 Department of Environmental Resources Bureau of Water Quality Management 600 Highland Building 121 South Highland Avenue Pittsburgh, PA 15206
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| . NPDES Monthly Renort. EPA Permit Number PA0025615 Gentlemen:
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| Thu NPDES Monthly Report for Duquesne Light Company, Beaver Valley Power' Station for June 1989 is submitted for your consideration.
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| Please be advised that required techniques, even if performed properly, do not measure actual conditions with 100 percent accuracy 100 percent of the time, and therefore, some reported values in the attached DMRs may not represent actual conditions with absolute accuracy.
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| Very truly yours, O
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| r R. J. Druga Manager, Technical Services DAO/cj Enclosure i .__ .__ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
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| | |
| L "lhp3C Telephone (412) 393 6000 Nuclear Group
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| .,o P O Bon d Stuppingport. PA 15077-0004 July 26, 1989 U. S. Environmental Protection Agency Region III, Pennsylvania Section (3WM52)
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| Water' Permits Branch Water Management Division 841 Chestnut Street
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| . Philadelphia, PA 19107 HEDES Monthly Report. EPA Permit Number PA0025615 Gentlemen:
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| This letter forwards copies of our N? DES Monthly Reports as submitted to the- Pennsylvania Department of Environmental Resources,. Bureau of Water Quality Management.
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| Very truly yours, 1
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| (Or R. J. Druga Manager, Technical Services -
| |
| DAO/cj Enclosure
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| 95sl@C (412) 393-6000 one Oxford Centre l 301 Grant Street i Pittsburgh, PA 15279 May 26, 1989 -l Certified Mail Return Receipt Requested Mr. Hugh V.. Archer
| |
| . Regional Water Quality Manager
| |
| _, __ PA Department of Environmental Resources Highland' Building '
| |
| 121 South Highland Avenue ,
| |
| Pittsburgh, PA 15206-3988 Beaver Valley Power Station ~
| |
| NPDES Permit No. PA0025615 Permit Application
| |
| | |
| ==Dear Mr.. Archer:==
| |
| | |
| Attached is Duquesne Light's application for renewal of Beaver Valley ' Power Station's (BVPS) NPDES permit (No. PA0025615).
| |
| The current permit expires November 26, 1989.
| |
| The permit application includes a number ofl changes since the last permit was issued. A permit amendment request, submitted on April 14 , . 1986, is still outstanding. Refer to Attachment A. We still desire to have these changes incorporated into our permit.
| |
| A' more recent change that'is being requested in the permit application concerns the backwash water from two proposed service water ' strainers that are to be installed at BVPS Unit 2. One of the strainers will be in service while the other normally remains in standby. The water flow through each strainer is 500 gpm (0.72 mgd) and the backwash flow is normally 25 gpm (0.036 mgd). Under emergency or maximum conditions, the strainer flow is 2500 gpm (3.6 mgd) and the strainer backwash flow is 125 gpm (0.18 mgd). The strainer backwash flow will be discharged at the Emergency Outfall Structure (EOS) or Outfall 010. Refer to Attachments B1 and B2.
| |
| We 'also request that the Department consider two other changes to the Station's permit. The first item pertains to the continuous chlorine monitoring requirement at outfall 001. The continuous monitoring system has been exceedingly difficult and burdensome to maintain and operate due to its location (river bank) and the. extractive sampling equipment. We request that the sample
| |
| . type be changed to " grab" on a " weekly" basis.
| |
| | |
| .; . 1 l
| |
| 1 I
| |
| The second issue deals with the upper pH limitation on oil water separator discharges that are connected to turbine plant basement sumps. These units typically treat drips and drains from .
| |
| the turbine plant and as such are subjected primarily to condensate I with a pH that is greater than 9.0. The pH of the condensate is normally in the range of 9.2 to 9.6. Due to the extreme purity of the water, the alkalinity is very low despite the elevated pH. Thus, 1 the discharge should have no adverse environmental impact.
| |
| 1 Three complete copies of the permit are enclosed and a check f .for $500 payable to the commonwealth of Pennsylvania. The BVPS Waste Diagram (Dwg. No. 8700-RM-27F-6) has been amended to include all existing and proposed wastestreams and discharges. Following the issuance of the new permit, we will make permanent revisions to the drawing.
| |
| -- We are available to answer any questions the Department may have or to meet with you if you desire to go over the permit application. Please contact Mr. J. K. Cool at 393-6097 if you have any questions.
| |
| Very trul yours, S. L. Pernick, Jr.
| |
| Manager, Environmental Affairs Attachment bcc: R. J. Druga (w/ attachment)
| |
| W. S. Lacey V. J. Linnenbom T. P. Noonan A. H. Lewis l
| |
| l 1
| |
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| ls k (4121393 6000 One Oxford Centre D W', --
| |
| 301 Grant Street Pittsburgh, PA 15279 l
| |
| April 14,-1986 f
| |
| Dr. Hugh V. Archer Regional Water Quality Manager PA Department of Environmental Resources Highland Building ,
| |
| 121 South Highland Avenue Pittsburgh, PA 15206-3988 Beaver Valley Power Station NPDES Permit No. PA0025615 Permit Amendment Request
| |
| | |
| ==Dear Dr. Archer:==
| |
| | |
| The purpose of this letter is to request certain modifications to the Beaver Valley NPDES permit. The following changes to the permit are requested:
| |
| : 1. Outfall 003. A condensate blowdown and un cont ami-nated river waste discharge line has been added i downstream of the Unit #1 oil water separator and sanitary treatment system, Outfalls 303 and 203 respectively. The condensate blowdown and uncontaminated river discharge will only occur on a very infrequent basis, i.e., during maintenance outages and emergency conditions. The total yearly estimated flow is 1,000,000 gallons. Maximum and average flow rates during discharge are estimated to be 0.288 mgd. It is requested that no upper pH limit (9.0) be established since the condensate is maintained in a range of 9.0 to 9.5 for proper chemical control.
| |
| : 2. Outfall 011. In the original permit application three oil' water separators (OWSs) were shown discharging into Outfall 011, i.e., OWSs #21, 22 and
| |
| : 23. In reality only two OWSs (# 22 and 23) discharge into Outfall 011. OWS #22 treats the Diesel Gener-
| |
| -ator Building floor and equipment drains and OWS #23 i
| |
| l
| |
| | |
| W h H.LV. Archar .
| |
| * AprilJ14, 1986 7 _ treats the - Unit .2 1
| |
| Turbine - Building floor and equip-mentidrains. The total average and maximum flow rate E . discharged at'Outfall 011 is 0.058 mgd and 0.216 mgd, respectively.
| |
| : 3. . Outf all ' 013. As prev'iously. noted in Item 2, above, OWS #21 does not discharge into Outf all 011. OWS #21 and' a newly installed OWS, designated #24, that treats discharges from the Unit #2 Bulk Fuel -Oil
| |
| . Storage Facility, discharge into Outf all 013. Each of these units discharge an average of '0.019 mgd and a maximum of 0.04 8 ' mgd . OWS #21 trea't s Unit 2 Turbine. Building floor and equipment' drains.
| |
| -4. Outfall 001. A new Steam Generator Blowdown Filter
| |
| ' has been installed 'in the Unit 1 facility. The blow-
| |
| ~ down filter , backwash from this system will discharge L .. 1 into Outf all 001 ~.' " The Blowdown Filter Backwash 'from the system will discharge an average of .004 mgd 'and a maximum of .0504 mgd.
| |
| : 5. .The Unit ' 2 ' Cooling Tower blowdown rates have been revised to reflect seasonal variations. During the N,vember through June period, the average flow is.
| |
| '14.2 mgd and the maximum flow is 25.2 mgd. For the l
| |
| J uly . through October period , the average flow is 16.3 mgd and the maximum flow is 25.2 mgd.
| |
| The aforementioned revisions and clarifications are shown on the attached drawing (#8700-RM-27F-6). The drawing has also been revised to reflect the outf alls and their respective numbers set forth ~ in ' the recently issued NPDES permit. In addition, both drawings submitted in the 1981 permit application and subsequent revisions (Nos. 8700-RM-27F-5 and S&W SK-12241-EN-6) have been consolidated .into one drawing for clarity. Three copies of the drawing are attached for your file.
| |
| Since Duquesne is not certain as to whether the requested changes are a major or minor permit modification, we have not enclosed : a check for the application fee. After your review of these documents, please advise this office of any fees that may be required.
| |
| If you have any questions concerning this matter, please contact Mr. J. K. Cool at 393-6097.
| |
| Very tr y yours, L
| |
| 1 S. L. Pernick, r.
| |
| Manager, Environmental Affairs Unit
| |
| -Attachment
| |
| -ce: Mr. John Morton, PE (w/o attachment)
| |
| | |
| _ ~ - _ _ .
| |
| Attachment B1 Service' Water. Strainer Flows Beaver Valley Power Station Unit 2 DCP - 1029 Strainer Backwash H Flow (each)
| |
| Condition Flow to EOS (each)
| |
| Normal Operation Condition (Avg.) 500 gpm, 25 gpm 0.72 mgd 0.036 mgd Emergency Operating Condition (Max.) 2500 gpm 125 gpm 3.6 mgd 0.18 mgd-
| |
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| . pA 0025015 l 2234dL
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| 'Af Telephone (412) 393 6000 Nucleu Group
| |
| [ 0,j,o;,*,, y 30,7 , May 22, 1989 ND3MNO:1887 Mr. Russell Chido, Director Beaver County Emergency Management Agency 250 East End Avenue Beaver, PA 15009 Wastewater Permit Renewal Acolication
| |
| | |
| ==Dear Mr. Chido:==
| |
| | |
| In accordance with Act 14, which amended the Commonwealth of Pennsylvania's Administrative code (effective April 17, 1984),
| |
| notice is herby given that the Duquesne Light Company, 301 Grant Street, Pittsburgh, PA 15279 (393-6000) intends to make application to the Department of Environmental Resources for a renewal of a Water Quality Management Permit for the discharge of industrial waste water in a manner which meets the department's requirements, from the Beaver Valley Power Station located in Shippingport, Beaver County. This is an existing discharge of a continuous nature of various cooling water, flush water, and process streams to the Ohio River and Pegg's Run.
| |
| If you desire additional information concerning this permit renewal application, please contact the applicant as indicated above. If you wish to comment on this application, please contact the company as indicated above, or the department at the !
| |
| following address after May 26, 1989: I 1
| |
| Regional Water Quality Manager Highland Building j 121 South Highland Mall i Pittsburgh, PA 15206 (412/645-7100) .
| |
| 1 L Sincerely yours, T. P. oonan General Manager Nuclear Operations VL/cj
| |
| | |
| - pA 0025']15-32!$".C
| |
| 'Afg inonone i4 m asa-soco Nucear Group
| |
| $8pp$r$p' ort.PA 15077 0004 May 22, 1989 ND3MNO:1888 Mr. William Burris Mayor, Shippingport Borough shippingport Municipal Building Shippingport, PA 15077 Wastewater Permit Renewal Aeolication
| |
| | |
| ==Dear Mr. Burris:==
| |
| | |
| In accordance with Act 14, which amended the Commonwealth of Pennsylvania's Administrative code (effective April 17, 1984),
| |
| notice is herby given that the Duquesne Light Company, 301 Grant Street, Pittsburgh, PA 15279- (393-6000) intends to make application to the Department of Environmental Resources for a renewal of a Water Quality Management Permit for the discharge of industrial waste water in a manner which meets the department's requirements, from the Beaver Valley Power Station located in Shippingport, Beaver County. This is an existing discharge of a continuous nature of various cooling water, flush water, and process streams to the Ohio River and.Pegg's Run.
| |
| If you desire additional information concerning this permit renewal application, please contact the applicant as indicated above. If you wish to comment on this application, please contact the company as indicated above, or the department at the following address after May 26, 1989:
| |
| Regional Water Quality Manager Highland Building 121 South Highland Mall Pittsburgh, PA 15206 (412/645-7100)
| |
| Sincerely yours, T. P. Noonan General Manager Nuclear Operations VL/cj j
| |
| | |
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| Sito Adminictrativs Proc:durcs
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| Chapt:r 9E'
| |
| -EP%
| |
| - MATERIAL CONTROL. HANDLING AND RESPONSE PLAN 1
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| ~~-
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| ~
| |
| I. PURPOSI The purpose of this procedure is to define the organization,
| |
| ' responsibility and administration of the Beaver Valley Power Station Hazardous Material Control, Handling and Response Plan (HMCHR). This plan is designed to minimize and abate hazards to human health and the environment from accidental release of toxic, hasardous or other pollutional materials. The development of this plan is in accord. with D.E.R. guidelines for development and implementation of preparedness, prevention and contingency plans.
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| NOTE: Radioactive releases are not applicable to the (HMCHR)
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| Plan.
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| II. APPLICABILITY This procedure applies to all personnel assigned to BVPS.
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| III. DEFINITIONS .
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| ~
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| A- SPCC - Oil Spill Prevention Control and Countermeasure Plan B. MSDS - Material Safety Data Sheet - A form available from most manufacturers listing the hazardous ingredients and properties of a commercial product' IV. ORGANIZATION AND RESPONSIBILITIES A. Existinz Response and Prevention Plans.
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| BVPS has several existing programs and plans which relate to the (HMCHR) Plan. The organization and responsibility for these related programs / plans are described in their supporting procedures, j 1. Emergency Preparedness Plan (EPP) 1 The EPP. p;tovides guidance for coping with both onsite and offsite emergency situations. It ranges in scope from relatively minor unusual events and occurrences i
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| involving small releases of radioactive material, up to L and including a major nuclear accident having significant offsita radiological consequences. This plan, together with the interrelated state and county emergency plans, provides detailed arrangements for Page 1 of 8 Revision 0 e
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| h L _ _ _ . _ _ _ . _ _ _ _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ . . _ _ . . _ _ _
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| * Nuclear Gr up - Sita Administr tiva Pr:codur;s Chaptcr 9E l
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| communic tions rccpons3 to fira, cv cuations and rescue routines.
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| : 7. Security Plan f
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| . Security of the station is closely controlled. The entire area is fenced and entrance is through security '
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| l gates. Facility lighting in the plants and outlying areas is sufficient for discovery of spills during darkness hours.
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| : 8. Oil Spill Prevention Control and Countermeasure Plan (SPCC)
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| The oil SPCC plan provides a description of oil tanks and facilities, spill prevention guidelines, spill control actions and instructions for required notifications (Refer to OM 1.53C.4, AOP 1.75.6 and OM 2.53C, AOP 2.75.6).
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| : 9. Chlorine / Toxic Gas Release Abnormal Operating Procedures provide response instructions in the event of a chlorine / toxic gas release (Refer to OM 1/2.53C.4A, AOP 1/2.44A.1).
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| , 10. Response to Acts of Nature ,
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| Abnormal Operating Procedures provide response instructions in the event of a tornado, flood, earthquake or das failure (Refer to OM 1/2.53C.4A, AOP 1/2.75.1, 2 3 and 4).
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| : 11. Response to Transport Pipeline Rupture Abnormal Operating Procedures provide response instructions in the event of a transport pipeline -
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| rupture (Refer to OM 1/2.53C.4A, AOP 1/2.75.5).
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| : 12. Res,ponse to Chemical Spills Abnormal Operating Procedures provide response instructions in the event of a chemical spill (Refer to OM 1/2.53C.4A, AOP 1/2.75.7).
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| B. Responsibilities
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| : 1. Nuclear Shift Supervisor (NSS)
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| The NSS on shift is the primary emergency coordinator in the event of a pollution incident and is responsible for l
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| Page 3 of 8 Revision 0 l .
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| | |
| ; Nucisar Group - Sita Administrative Proc:dur:3 Chrpter 9E L. Conduct cf M;intenanca Manual M. ON 1.53C.4, " Abnormal Operating Procedures" N. 36f/2.53C.4A,"AbnormalOperatingProcedures" y, ~
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| : 0. OE 2.53C.4, " Abnormal Operating Procedures" P. 29 CFR 1910.1200 Q. Superfund P.L. 99-499 301-305, 311, 312 Amendments and Reauthorization Act (SARA), Title III Emergency Preparedness and Community Right to Know VI. INSTRUCTIONS A. Identification of Hazardous Material
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| : 1. A survey has been' conducted to identify chemical products on the site. Material Safety Data Sheets (MSDS), when available, have been obtained for each of these products. A master list of chemical products has been developed from the chemical products identified in the survey.
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| : 2. A current copy of the Master List of Chemical Products
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| - , and the associated MSDSs will be maintained by the Industrial Safety Engineer.
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| : 3. A copy of the Master List and MSDSs will be available in the NSS office for reference and in the Technical Support Center of the Emergency Response Facility.
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| : 4. The Environmental Affairs Information Management System (EAIMS) is available on the corporate computer. Thir
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| . system contains all of the NSDS for substances used by Duquesne Light Company.
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| B. Hazardous Material Storage
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| : 1. Flammable and hazardous materials are to be stored in specified rooms and/or cabinets. The Material Management Section has a method of verifying that materials are compatible with one another for storage.
| |
| : 2. Access to storage areas is controlled and limited.
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| Cleanliness and good housekeeping practices are enforced.
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| : 3. Fire protection commensurate with the type of storage area and the type of materials involved is provided and maintained.
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| Page 5 of 8 Revision 0 l
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| l
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| \
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| ' Nuclear Group - Sito Administr tiva.Pr:c:dur:3 Ch ptor 9E F. _ Ext rnal Factors i e-.
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| j 1. Power Outages l' e Creation of a pollution incident due to an extended
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| - . electrical outage is unlikely. Should a pl:nt shutdown occur, sloctrical power is available from other Power Stations; in addition, onsite diesel generators are available to provide power. -
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| : 2. Strikas and Vandalism A pollution incident due to the actions of disgruntled strikers or. vandals is unlikely. The station is enclosed by fence and is continuously monitored by the security force to protect against unauthorized entry.
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| . 3. Acts of Nature In the event of a tornado, flood, earthquake or dam failure, response instructions are provided in Abnormal Operating Procedures.
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| G. Internal / External Communications and Alarm System
| |
| : 1. BVPS has six independent systems for outside
| |
| ' ~ , communication to federal, state, county authorities, corporate management and to offsite support groups.
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| These systems are the Bell system, the DLC PAX system, the dedicated " hot lines", the DLC System Operator direct lines, the DLC industrial radio system and the Emergency Communication System (States Hotline).
| |
| : 2. Onsite the plant alarm system and station paging system provide communciation and notification for station personnel.
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| H. Spill Response
| |
| : 1. Upon notification of a pollution accident, the Nuclear Shift Supervisor will assess the hazards to human health and the environment that may result, initiate corrective action and notification requirements in accordance with the applicable response procedures.
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| Page 7 of 8 Revision 0
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| .~________ _ _--_ -___ __________ ____-
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| j- Eh-dW4 828.10 iRem 12/8h NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
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| Application for NPDES Permit New and Existing Industrial Dischargers Applicant Name: DUQUESNE LIGHT COMPANY Name of Facilhy: BEAVER VALLEY POWER STATION NPDES Number: PA 0025615
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| , (ifknown) .
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| Facility Location: SHIPPINGPORT ,
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| BEAVER (municipality) (county)
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| Date of Subadttal: MAY 26, 1989 Pennsylvania Department of Environmental Resources Bureau of Water Quality Management
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| PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESCURCES 3/1/18 BUREAU OF WATER QUALITY MANAGEMENT REC 10N SECTION CHIEFS Norristown Regional Office Joseph A.Foola James Newbsid (Permits)
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| Regional' Water Quality Manager Joseph A. Feola (Acting) (Operations) 1873 New Hope Street Charles Rehm,3r. (Planning)
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| - Norristown, PA 19t*01 - Ron Furlan (Grants)
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| Tel.: (213) 270-1975 Net: 3-3 W 1973 Leon Consher - RECloNAL DIRECTOR Ans. Ser.: (213) 270-1900 Tela (213) 270-1923 8-334-1923 l Wilkes-Barre Regional OfIIce Pau! 5werden (Permits & Grants) ;
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| Lawrence A. Pawtush (Operations)
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| Regional Water Quality Manager Ron Brezinski Paul R. Fosko (Planning) 90 East Union Street - 2nd Floor Tlikes-Barre, PA 18701 Tela (717) 826-1553 Edward R. Shoener - REGIONAL DERECTOR Net: 8-423-2333 Tela (717) 836-2312 Ans. 5er.: (717) 826-2511 8-425-2512 Harrisburg Regions! Office . (Permits & Grants)
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| Leon M. Oberdick Edward 3. Corriveau James T. Flesher (Operations)
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| Regional Water Quality Manager (Planning)
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| One Ararat Boulevard Roger Musselman PA 17110 Harrisburg,657-4390 Tela (717) John Meyer - REGIDNAL DRECTOR Net 8 471-4390 Tela (T17)677-4388 Ans. Ser.: (717) 637-4390 S-471-4388 T1111amspert RegionalOffice Rich Adams (Permits & Grant:)
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| W1111am P. Parsons (Operations)
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| Regional Tatar Qusaty Manager Daniel Alters David Aldendorfer (Planning) 200 Pine Street T1111amsport, PA 17701 ,
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| TeL (117) 327-3670 Mart A. Reiter - REGiN4AL DRECTOR Nets 8-463-3670 Taks (717) 327-3693 Ans. Ser.: (717) li27-3696 S 465-3693 Pittsbursh Regional Of5ce (Permits)
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| Hugh V. Archer 3ahn Morton (Vacant) (Operations)
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| Regional Water Quality Manager (Planning)
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| (Vecant)
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| Mighland Building (Grants) l 121 South Hipland Mall Tim Dreier Pittsbur A, PA 15206 Tela (4l 2) 645-7100 Charles Durites - ACTING REGIDNAL DRECTOR Nets 4-645-7100 Ted.: (412) 645-7100 Ana. $sr.: (412) 643-7100 8-645-7100 I
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| Meadville Regional Office David E. M11hous (Permits & Grants)
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| Peter A. Yeager (Operations)
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| Regional Water Quality Manager William E. McCarthy Jon L Lester (Planning) 1012 Water Street Meadville, PA 16335 Tel.: (814) 724-8330 Eldard M. Zinn - REGIONAL DRECTOR Net 8-673-4960 Tel.: ($14) 724-83J7 Ans. Ser. (814) 724 8557 54734937 l
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| NOTE: In the event no contact with the Regional Office it made, the Department of f Environmental Resources' Emergency Number (717) 737-4343 shall receive calls both during and after business hours,24 hours daily, including weekends and holidays.
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| ~
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| ER.BWQ-388.10 iRev.12Ch NEW AND EXISTING INDUSTRIAL WASTEWATER DISCHARGERS GENERAL INSTRUCTIONS FOR NPDES PERMIT APPLICANTS
| |
| : 1. Who MutApply forNPOES Permits Persons who operate facilities or activities which discharge pollutants into surface waters of the Commonwealth (including intermittently flowing streams and drainage channels). Pursuant to EPA regulations 40 CFR 122.21, when a facility or activity is owned by ona person but is operated by another person, it is the operator's duty to obtain the NPDES permit.
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| : 2. Who Mut use This Form This form must be used by manufacturing, commercial or other facilities which discharge or propose to discharge industrial procese wastewater, alone or in combination with other types of wastewater discharges, to surface waters of the Commonwealth.
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| Process wastewater is any water which, during manufacturing or processing, comes into direct contact with(or results from the production or use on any raw material,latermediate product, finished product, by. product, or waste product). Process wastewater aise includes any type of discharge which is covered by an effluent limitation guideline (ELG) regulation published by the U.S. Environmental Protection Agency (EPA). Process wastewater does minormally include sanitary wastewater, non-contact cooling water, or plant-area stormwater runoff, unless such wastewaters are covered by an ELG regulation.
| |
| : 3. Where to File Applications Three (3) copies of all application materials should be submitted to the DER Regional Office which includes the county in which the facility is locatet. One cooy must be notarized. An additional set of application materials should be submitted for dischargers located in Erie County or within the Delaware River basin.
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| : 4. When to file Appikations Unless permission has been granted by the Department for submission at a later date, applications must bh filed at least 180 days before your present NPDES permit expires, or 180 days prior to start up and commencement ofdischarge if you are a new facility.
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| : 5. AppilestionFee The tien fee of $500.00, payable to " Commonwealth of Pennsylvania," must accompany tion. The check should not be more than 10 days old.
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| : 6. Pubik NoeGao an eHannit App 66 cation and Public Access to ?;;"L'a enharmation
| |
| : a. Noelhaelas of Municipailty z.nd County - Act 14, which amended the Commonwealth's Adnunistrative Code (effective April 17,1984), requires every applicant for a new. amended.
| |
| or renewed NPDES permit to give written notice to each municipality and county in which the facility is located. The written notices shall be received by the municipalities and counties g(Jgat thirty (30) days before DER may issue or deny the permit.
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| .i.
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| | |
| ER BWQ 268.10 iRev.12/s71 GENERAL INSTRUCTIONS (continaed)
| |
| Submitwithyour application:
| |
| i d tFe (1) A copy of your correspondence notifying your intentions to the municipality ( es county (ies)in which the permitted activity will occur.
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| ification.
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| (2) Eviderice that the municipality (ies) and county (les) have received your not Acceptable forms of this evidence include, certified mai Failure to provide a copy of your notification correspondence i f r permit. armi eviden
| |
| - county receipt of your notifleation with id ilthe application will delay process ng o you
| |
| . Failure to comply with Act 14 will result in perm t en a .
| |
| : b. Local #ewspaper Notice When applying i dby for an NP quality of the industrial discharge, publici notice h of inten noties ofintent to apply for a NPDES permit in a newspaper of k general circula county where the discharging k facility is located. The antice mustbe publishe during four consecutive weeks. AgM leli evidence '
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| intact. This evidence should accompany the application. The notice shal
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| {
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| NOTICE \
| |
| Notice is hereby given that the (Com=av Name. Addr;;:. =ad tal?-- n intends to make application to theWilev). ( Dopertment which meets the Department's requirements, from its facility i located al in = =
| |
| (countr). This is a f 22.
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| * i-+iael discharge of a (ta= = rv. t ii
| |
| ==i++=at. - w annunature, to ('~ ~ihe tae.+4an and straa= ==d the teethad ofdieahares),
| |
| This applia=h is made under the provisions of the Clean Stream June 23,1937. P.L.1937, as amended. Personsi desiring d above. additional in concerning this permit application should contact indicated ebeve, or the Depamnent at the following oddress:"a*= ' "c =
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| Managu' willhe smhqsisted).
| |
| The noties shouldbe localad at or near the di l top of a right-hand pa
| |
| " type in the first section of the newspaper. The notice should appear i lbyos a a" sp ay advertisenwnt. Whenever possible, it should be se Ineham high.
| |
| i i
| |
| c.
| |
| Ave #ehi#ry of Anformetfon to the Pv6Ne - You i may NOT claim con ttachmen:,.
| |
| 1.tSuitad by this form, whether the information is reported on the form
| |
| [ This information will be made available to the public upon request.
| |
| l
| |
| - ii -
| |
| | |
| ER 8WQ-288.10 4Rev.12/s7) l GENERAL INSTRUCTIONS (continnd)
| |
| Any information you submit to the Department which goes beyond that required by this form may be claimed as confidential, but claims for information which are effluent data will be denied. Ifyou do not assert a claim of confidentiality at the time of submitting the information, the Department may make the information public without further notice to you.
| |
| Claims ofconfidentiality will be handled in accordance with EPA's business confidentiality regulations in 40 CFR Part 2.
| |
| : 7. How to Use this Form
| |
| . The questions to be answered are provided on the right hand pages of the form. Supplemental instructions to those questions are on h left hand pages for your convenience. Enter the NPDES number (if known) for the facility onto the upper right corner of each question page.
| |
| Unless otherwise specified in the instructions, each item must be answered in order for the application to be considered complete. To indicate that each item has been considered, enter "N/A" for not applicable, if a particular item does not fit the circumstances or characteristics of your facilityor activity. ,
| |
| ~
| |
| if more space is needed to answer a question, attach a separate sheet entitled " Additional Information foritem " Put the NPDES number in the upper right corner of these separate sheets.
| |
| : 8. Appikation submittelChecklist Page iv consists of a listing ofiters to be submitted as part of this application, along with a listing of questions included as part of the application package.
| |
| Page iv should be used as a checklist for developing the appileation package prior to submittal to the Department.
| |
| 9
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| - lii -
| |
| | |
| EA-BWQ.288.10 altev.12/S'h .
| |
| APPLICATION SU3MITTALCHECKLIST 111111 Engs included?
| |
| X-Three (3) copies of application peekage submitted?
| |
| i One (1) copy of application notarised?
| |
| i -x Application Fee?
| |
| I. X Pic wr evidence of Act 14 municipality, county notification?
| |
| i, 11 ' x .-
| |
| Pr . .f of local newspaper public notice?
| |
| il N/A _
| |
| !. PHYSICAL LOCATION AND GENERAL INFORMATION X- A. NameofFacility 1 Facility Location X B.
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| 1 _
| |
| C. Facility Operator and Ownership Information 1
| |
| x x D. SIC Codes 1
| |
| E.
| |
| Oenera1 Description and Nature of Business 1
| |
| y Topographic May 2 X F.
| |
| X G. OutfallImestion 2 Preparedness, Prevention, and Contingency (PPC) P!-aatag 2' x H.
| |
| !. Line Drawing
| |
| * 3 x X- J. Site PlanandStormwaterRunadr 4
| |
| 5 X IL NEW SOURCE DETERMINATION 6 X IIL OUTFALLS AND ASSOCIATEDWASTEWATERTREATMENT TECHNOLOGIES 7 X ._
| |
| IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTF x A. Process Wastewater 7 _
| |
| X B. Other Wastewater ,
| |
| 8 X C. Other Wastewater 8 _
| |
| D.
| |
| Tota 1 Process, Miscellaneous NCCW, and Sanitary Wastewater 8 x X E. Stormwater Runoff 8
| |
| < 10 __
| |
| X ._
| |
| V. ANALYSIS OF EFFLUENT QUALITY
| |
| / 23 X VI. INFORMATION AND ANALYSISOFEFFLUENTQUALITYF OTHER POTENTIALLY TOXIC POLLUTANTS KNOWN OR EXPECTED TO BE PRESENT IN THE DISCHARGE 24 x VIL HAEARDOUS SUBSTANCE SPILL REPORTING R EXEMPTION 25 x .-
| |
| VIIL ANTIC!FATEDENVIRONMENTALPROTECTION i 26 x __
| |
| IX. BIOLOGICALTOXICITYTEST DATA 26 x X. CONTRACTED ANALYTICAL ASSISTANCE 27 x XI. OTHERINFORMATION 28 X XIL CERTIFICATION ANDSIGNATUREOF APPLICANT iV .
| |
| '---L_-_-_-_________________ _ _ _ _ _ _ _ _
| |
| | |
| EIL8W44-288.101Rev.1247:
| |
| SUPPLEMENTAL TABLES
| |
| . Table 1 Codes forTreatment Units Table 2. Testing bquirements for Toxic Pollutants by Industrial Category Table 3 - Reportable Quantities of Hasardous Substances Table 4- Asbostos and Certain Hasardous Substances Requiring Identification if Expected to be Present
| |
| .y-
| |
| | |
| l ER.8WQ.2s8.10 tRev.12/87)
| |
| INSTRUCTIONS FOR COMPLETING FORM I. PHYSICAL LOCATION AND GENERAL INFORMATION A. Enter the omeial or legal name of the facility which is the source of the discharge. Do not use a colloquial nur.e.
| |
| B. Give the address or location of the facility identified in A. If the facility lacks a street name or route number, give the most accurate alternative geographic information (i.e., intersection of Rts 45 and 144).
| |
| C. Give the name, as it is legally referred to, of the person, firm, public organization, or any other entity which operates the fa. ilty described in this application. This may or may not be the same name as the facility name in A above. The operator of the facility is the legal entity which controls the facility's operation rather than the plant or site manager. ~
| |
| Indicate whether the entity which onerates the facility also g_wDa it, by marking the appropriate box.
| |
| Check the appropriate box to indicate the legal status of the operator of the facility.
| |
| Indicate "public" for a facility solely owned by local government (s) such as a city, town, parish, etc.
| |
| Enter the telephone number and address of the operator identifled.
| |
| D. List, in descending order of significance, the fourdigit standard industrial classifleation (SIC) codes which best describe your facility in terms of the nrineinal oroducts or services you oroduce or nrovide. Also, specify each SIC classification in words.
| |
| A listing of co'mmon industrial SIC codes is available with this form and is based on the
| |
| " Standard Industrial Classification Manual" prepared by the Executive Omco of the President, Omco of 3 Icangement and Budget, available from the Government Printing Office.
| |
| E. Lise this space to further describe the nature of your business (e.g. products produced, or sei w' - _ e.. ": 3.
| |
| 1 1
| |
| -1L-
| |
| | |
| E14BtQ.38s.10 Rev 12/87:
| |
| INSTRUCTIONS FOR COMPLETING FORM l
| |
| F. Provide a to'pographic map of the area extending at least to one mile beyond the property l boundaries of the facility which clearly show the following: 1 The lertl boundaries of the facility.
| |
| The location and serial number of each of your existing and proposed surface water intake and discharge structures (outfalls). If any outfalls discharge to intermittent streams or drainage swales, indicate the distance downstream to the point where parennial stream flow occurs.
| |
| All springs and surface water bodies in the area, plus all drinking water wells within 1/4 mile of the facility which are identified in the public record or otherwise known to you.
| |
| All hazardous waste management ineilities, and wells where fluids are infected underground, which are associated wi*.h the facility for which this NPDES permitis being requested. -
| |
| Each map shall include the ses'e, meridian e,rrow showing north, and latitude and longitude to the nearest second. Where a stream or river is shown, indicate direction of the current, and show directions of ebb and flow tides in tidal waters. Use a U.S.G.S. 7-1/2 minute series map (unless one has not been published for your area, then use a 15 minute series map).
| |
| G. Outfall Location Using the topographic map attached in response to item F, determine the f acitude and longitude ofyour outfalls and the name(s) of their respective receiving waters.
| |
| (Use an attached listing ifinsuDicient space is available.)
| |
| H. Preparedness. Prevention and Continnenev (PPC) Ptarmimr. In general, any manufactures,or commercial installation which has the potential for causing accidental pollution of air, land, or water, or for causing endangerment of public health and safety through accidental release of toxic, hasardous, or other polluting materials, should develop, maintain, and implement a PPC Plan pursuant to Chapter 101 of the Department's rules and regulations.
| |
| Many manufacturing or commercial installations may have already developed a Pollut%.
| |
| Incident Prevention (PIP) plan which should encompass most of the PPC consideranons. In such cases the PIP plan may only need a slight amount of updrting Oil-related Spill Prevention, Control, and Count e measure (SPCC) plans, which are or have been deveisped, rursuant to EPW: oil-related SPCC regulations, should also be considered as part of as installation's overall PPC plan. Some installations may integrate their oil-related SPCC plan with the PPC plan elements, or may elect to keep it as a separate chapter, or appendia,to the PPC plan.
| |
| NPDES discharp is should submit (2) copies of the PPC plan for review along with the NPDES application matei fals. If a FPC plan fo
| |
| * the facility has previously been approved by the Department, such submittal is not necesary, unless signifleant changes have occurred which would warrant sulmitting a revisio9 to the PPC Plan.
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| 2L-
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| | |
| ER 8CQ-288.10 iRev.12/E71 t
| |
| } 'J APPUCATION FOR DISCHARGE PERMIT 15: NPDES Number PA 0025615 NEW N AL MODIMCAT 0N b
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| l
| |
| !. PHYSICAL LOCATION AND GENERAL INFORMATION l
| |
| A. NameofFacility BEAVER VALLEY POWER STATION B. Facility Loestion (Street) PA. RT. 168 City orTown SHIPPINGPCRT Zip Code 15077-0004 County BEAVER C. FacilityOperator(Permit Applicant)Information Operator (Applicant) Name DUQUESNE LIGHT COMPANY Does the Operator own the facility? Oyes @ no Status of Operator Federal O State O Private O Public O Other Phone ( 4,,,1, 2_) 393 . 6000 g w ONE OXFORD CENTER. 301 GRANT STREET City orTown PITTSBURGH State PENNSYLVANIA g; peg 15279 D. SICCodes CorrespondingSIC Description g 4911 ELECTRIC SERVICES and _ _ _ _'
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| ani ____ .
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| m ____
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| E. General Description and Nature of Businese
| |
| )
| |
| NUCLEAR FUELLED ELECTRIC POWER GENERATION.
| |
| 4 l
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| l l
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| .[.
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| | |
| EM BWQ.2ta.10 tRev.12/87)
| |
| NPDES Number PA 0025615 F. Attach Topographic Map. See instructions.
| |
| G. Outfall L ation: For each outfall, list the latitude and longitude ofits location to the nearest 15 secor- and the name of the receiving water.
| |
| OUTFAL LATITUDE LONGITUDE NUMBER -
| |
| RECEIVING WATER (Neme)
| |
| (Ns0 t. Des. t man t se . s. or t utm t sac.
| |
| ,. m armt 001 40 37 16 P,0 26 19 OHIO RIVER 002 40 37 26 80 26 07 OHIO RIVER 003 40 37 26 80 26 07 OHIO RIVER' 004 40 37 30 80 26 02 OHIO RIVER 006 40 37 26 80 26 07 OHIO RIVER 007 40 37 26 80 26 07 OHIO RIVER 008 40 37 30 80 26 02 OHIO RIVER 010 40 37 15 80 26 21 OHIO RIVER 011 40 37 28 80 26 05 OHIO RIVER 012 40 37 25 80 25 47 PEGGS RUN 013 40 37 25 80 25 47 PEGGS RUN II . Prepare % Prevention, and Contingency (PPC) Planning Does the W have a PPC plan whleh has been reviewed and approved by the Department?
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| O Yes Data of Approval
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| @ No,(attach 2 copies for review and approval)
| |
| Does the facility have any other related plans, such as a Pollution Incident Prevention (PIP) Plan or a Spill Preventien Control and Counter Measure (SPCC) Plan? E Yes O No If yes, identify and indicate date(s) approved by the Department or EPA.
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| 2-
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| | |
| ' ER Swy Je to .Rev 1307 INSTRUCTIONS FOR COMPLETING FORM L Line Draw 25 -
| |
| (Jsing the spese provided (or using attached material) show a line drawing which illustrates the now of water and wastewater through the facility. The line drawing should show generally the route taken by water in your facility from intake to discharge. Show all sources ofintake water ,
| |
| and operations contributing wastewater, including process and production areas, sanitary Hows, cooling water, and stormwater runo6'.
| |
| The water balance should show averare monthly news for the maximum monthly oroduction period described in Question IV. The stormwater discharges shown should renect the maximum d&dYSAE*Epeeted from a 10-year,24-hour storm event.
| |
| Show all sicitt~at losses of water to products, atmosphere, and discharges to surface waters and to publicly owned or other wastewater treatment facilities. You should use assiel e . . . , .
| |
| . whenever available; otherwise use your best estimate. If a water balance cannot be deternuned (e.g. for a Mwater cleanup operation) provide a pictorial description of the nature and amount of the ocurces of water and wastewater.
| |
| An example of an acceptable line drawing and water balance appears in Figure 1 below.
| |
| ...e nues MulmWes 1 f quaf5A Supply auses w. nameape massare 46.800 ep5 a**
| |
| 1 f 1 E 1 f 1 fCOGUNSWAMG
| |
| . see asas $sans
| |
| ) agg, a " 7
| |
| # 8 "8
| |
| .f .'
| |
| 10.8N ep0 5.8N 080 E000 epe 40.m3ept 44.808 WO TO 8000UCT II I f SAgeeps
| |
| $0uo m entft eart
| |
| * mhrfanMBAftOII YI 9 gy 4 I f
| |
| 'aasswe 5****'8" "" een'epe must as Olff9Au em fo EuG ANSR M. Set 880 Rest epD 1 f 14J00 est i f
| |
| .sm
| |
| [ IMAftAWT @ WWS ouwan em fo Eue nwen 170AMWAfp 90eEAAftC OF Waf5R 8L045
| |
| (- 14AX: NAM 90 geen esius,ust.
| |
| 7 OWwAus GN. ges 70 EWS WWW "' ""' IIAN FIGURE 1. EXAMPLE OF UNE DRAWING ANO WATER BALANCE l
| |
| S t__________--_---_-______---- _
| |
| | |
| l ER.8WQ 298.10 thv.12/87) 1 1
| |
| NPDES Number PA 0025615
| |
| : 1. Line DreeEg (see lastructions) (use separate attached sheet (s) if desired).
| |
| (SEE ATTACHED SHEET) t e
| |
| t 3-
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| | |
| L i ER.8WQE,3.10iRev 118h INSTRUCTIONS FOR COMPLETING FORM J. Site Plan and Stormwater Runos (SWRO)
| |
| L' sing the spese peceided, or an attachment, provide a copy of your facility's site plan which delineates property boundaries, bidding areas, paved and unpaved areas which contribute stormwater runoff from the facility.
| |
| Information devonoped for the facility PPC plan should be used wherever possible to respond to this question.
| |
| : 1. Show the following by shading, coloring or other marking (see Figure 2 for example).
| |
| : a. Plant-associated areas (arena that have the potential to conttmmatn stormwater.) They include such areas as industrial plants and plant yards,immediate acets- NdaArsinage ponds, refuse piles, storage piles or areas, and material or product loading and unloading tr. . These areas generate Type 1 SWRO.
| |
| : b. Other Areas located on plant lands separate from the plant's ind.a wa activities such as omee buildings and accompanying parking lot. These areas generate Type II SWRO.
| |
| : 2. Indicate by appropriate markings and symbols, the location of stormw.tter drainage inlets, outlets, and assoesated drainage pipes or channels.
| |
| : 3. Show the locations of outfalls which discharge stormwater to the receiving stream or river. Where possible, indicate on the site plan which areas contribute stormwater runoE(described in 1.a and 1.b) to these outfalls.
| |
| : 4. Based on the response to 3 above, calculate the drainage area for these contributing amas and repot t the results under Question IV.E, page 8 of this form.
| |
| ' .. ........_ ,,osecey eme piguRg 3 .
| |
| $8' 8"untY '*a(* EXAMptX $1TE ptAN SHOWING STORMWATER RUNOFF AREAS E sto,mwater enW Scale 1* = 100'
| |
| . ..............,,,,m ..te, r.,n. ,.
| |
| Route 230. . . rm Townsne
| |
| . . . . . . . sm. . . .- .>.. . .... .s Storm
| |
| . . . . Sewer e e
| |
| ! S i E
| |
| ,- e.c=mg ar.. '
| |
| s ,
| |
| ! Chemical W aren te
| |
| : "" / :
| |
| i w.new.ter g i l Grown Mills. InC.
| |
| f Manufactunng and 8 j o Distribution Susading l
| |
| i - e i e 8 E I s 8
| |
| ; , Loading Dock Aro. .
| |
| ; i . i i l t % Vehscle 8
| |
| , v nhn e &
| |
| i l
| |
| c o.i,,e.
| |
| Fuel Oil og r, . ..,,,ng and Fueimg area j
| |
| i j
| |
| t i Stor.,e ar..
| |
| e OOs m a --
| |
| I 1
| |
| 2
| |
| % alI 003 Outfall 004 '
| |
| x ,,ue s .e. =
| |
| 4L-
| |
| | |
| o - - - _ _ . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _
| |
| i
| |
| 'fk ,p3 I'I
| |
| .,c' _.1 s
| |
| :e s w & 2se.loia n t w n s
| |
| L/. .
| |
| NPDES Number PA 0025615 d J. Site Plan and Stormwater Runos. Use space below or an' attached diagram (see instructions).-
| |
| *(SEE ATTACHED SHEET) 4 7
| |
| ?(-
| |
| e 9
| |
| e l
| |
| )
| |
| h 4
| |
| | |
| sa.swa.mu c un INSTRUCTIONS FOR COMPLETING FORM u
| |
| IL 8ACKGROUND ON'NEW SOURCE DETERMINATIONS (1) L*nder EPA's NPDES Regulations 40 CFR 122.2, a "New Source"is def.ned as . any building, structure, facility or installation from which there is, or may be, a " discharge of pollutants," the
| |
| " construction"of which commenced:
| |
| Anar nremn1== tion of standards of performance for new sources under Section 306 of the Clean Wator Act which are applicable to such source; g AAar nronosal of standards of performance for new sources under Section 306 which are applicable to such source, but only if the standards are promulgated within 120 days of their proposal.
| |
| (2) The following activities result in a "now source":
| |
| ~ (i) " Construction" of source on a site where no other source (s) is located; g
| |
| - (ii) " Construction" of a source on a site where an existing source is located, if the process or production equipment which causes the discharge of pollutants from the existing source is totally replaced by this construction, g (111) " Construction" of a source whose processes are substantially independent of an existing source at a site.~
| |
| (3) " Construction" on a site at which an emisting source is located will aggbe considered as creating a new sourse (or a new discharger) if the construction dagg.Deternate a now building, structure, facility, or installation meetang the criteria of paragraphs 2(ii) or (iii) above, but otherwise alters, replaces, or adds to existr4 process or production equipment.
| |
| (4) Pursuant to EPA's NPDES regulations,40 CFR 122.29," construction" of a now source has
| |
| - commenewlif the owner or operator has signer (i) Begun, or caused to begin as part of a continuous on site construction program.
| |
| (a) Any placement, assembly, or installation of facilities or equipment; or (b) Signincant site preparation work including clearing, excavation, or removal of existir!g buildings, structures or facilities which is a====ary for the placement,
| |
| =====hly, or installation of a new source fae:ilities er equipment; g (ii) Entered a for the purchase of facilities or equipment which are into to in ses operation within a reasonable time. 3,gg Options to purchase or osotracts which can be terminated or modined without substantial loss, and esmeracts for feasibility, engineering and design studies do nel eonstitute a
| |
| -I obligation.
| |
| .. (5) The followlegd=Aaldaa= are to be used when considering the above instructions
| |
| " Site" . The land or water area where any facility or activity is physically located or conducted, including a4acent land used in connection with the facility or activity, l' " Facilities or equipment" . buildings, structures, process or production equipment er machinery which form a permanent part of the new source and which will be used in its operation, if these facilities or equipment are of such value as to represent a substantial commitment to construct. It escludes facilities or equipment used in connection with feasibility, engineering, and design studies regarding the source or water pollution treatment for the source.
| |
| 5L.
| |
| | |
| ER-BWQ 298.10 >Rev 12:378 NPDES Number PA 0025615
| |
| - II. NEW SOURCE DETERMINATION Referring to the instructions for this question, indicate when
| |
| * construction"(as defined by EPA) and diacharge began for the facilities causing each discharge? If" construction" has not begun, state when it will begin.
| |
| Do not complete this table for outfalls which only discharge sanitary wastewater or stormwater I
| |
| runoff (unless considered " process wastewater" under an EPA effluent guideline regulation).
| |
| Date Date
| |
| " Construction" Discharge Ragan* Hggan** Facilities Causine Discharre Outfall(s) 9/12/75 10/18/76 Carnet weavina and dyeina 001.002 NONE; H] WEVER SEE APRIL 1986 PERMIT AMENDMENT REQUEST (ATTACHMENT #1).
| |
| If" construction" began on different dates for facilities which contribute to the same outfall, list these dates separately (use additional sheets if necessaryn.
| |
| If not yet discharging, indicate date on which discharge is e spected to begin.
| |
| 5
| |
| | |
| ]
| |
| ~ ER 8WQ 288.10 diev.12/87)
| |
| INSTRUCTIONS FOR COMPLETING FORM I
| |
| !!I. OUTFALLS AND ASSOCIATED WASTEWATERTREATMENTTECHNOLOGIES For each treatment unit. indicate its (Dign now rate and describe the ultimate disposal of any solid or liquid wastsa r ot discharged. Treatment units and residue handling / disposal methods should be listed in order of occurrence and you should select the proper code from Igbit 1 for each. Iamart "XX" into the coluenn if ne n h ;m-- -- ~ 42 to a treatriisiit unit vota list. ~
| |
| Examnle Trenament Method for Handling and Deepenal Handling Ozstall Trenament Unit Descripden Tressment Unis Design etSetid erUgald Seendue and Niamber diesle sogeoesen UnitCode Flow Ease Reenlaims fromTrenament Diepend (1g8 galMay) dietin sequesee) Cade 001 Flow equalization _ ammes 1.Y 0.200 N/A Oil / Water Separation 4-H 0.100 LanciSil 5-Q Rotating BiologicalContactor 3-1 0.100 N/A Sedimentation 1U 1100 Vacuum Filter, Landfill 5 U 5-Q Post aeration 3-L 0.100 N/A TABLE 1. CODES FORTREATMENT UNITS PHYSICAL TREATMENT PROCESSES OTHER PROCESSES
| |
| &A Ammassa Shnpping 1N merousseining 44 Dinaharge to $nsame Weene iS Otatyne 1O Emag 48 . Osmaa Dessaarso Thsenen oestnit tC Diamesseses Earth Futsumme tP Manag Sud Miners 4C Asamsvassyes of Treases ESuess
| |
| &D w aa== 1Q MuAtienden Fatrevies &D . Useorgreens!assatase 1E Elmsmaaniyed 1R Rapst Saad Fittentase &E . asses er Sais of Weasemaerer hee Metenas for
| |
| &F 5eaumsense 14 Re=eres oammes *#.pv e 45unee. Other P=essenes
| |
| &G rismenemme tT . Seressing 4F . Teaseresase Ceassoaissonags tu . naism e tU u isese,s +o Emmen: F=ma a: . r e trem. anne. t.v . swamad ruirmine 4u . ou a o,eam a sot.Iestemas sauseing a ta reemang tw . s.4 aisammense smennemers tK Gas Phmmo Emperanse iaar anspies tE . Sorgasstnosserenes tL . GrusengsCaw tY Equemmens
| |
| '" ' "" ' '8 " * * ' ' "
| |
| SLUDGE MANDLING AND DISPOSAL PROCESSES CHEMICAL TREATMENT PROCEMES U 4C 7, ',,'' %"""*
| |
| and Fdeseman 3A . Casens Adessamme JN Dematsumetoshan 4O Cesarttagessee 28 . Chammannomaansa 2I tha Treesensa VE 2C Chemire. Caamatissias Cheessa P'esememma 3J tes Samanage %- F Chones Treatmens
| |
| :D Congnamnes 2K W asemamms 40 Caesmanas 2E Daseisnemmes 2L Redemese VM Demag Goes 3F h #Chassume 2M Oest Ceasseg %L Eletnesies l 2Q -(Casass *N Chement Ayeseiyas 44 Fnneemme Tharksmas
| |
| %K Fwang 1-L Grevisy Thessmag l 5M Mass Drying g
| |
| stormancIq, Tn4TMENT reoCEsmES ,9 7-S-P Land Aapuammes 3A Asmuuand 8lange 3K Diaiaginat Ayese#yes 54 LaneAit 3-B Assuand tagenes 3-L . Peeassumes 5-8 Premamse Fntsumina 1.C Aameseem treassums 3M Tsunaemes or Plais Aseene 54 Py'**yas 3D . Nerstesses DemanAnanas 3N Moseaser h Peng 5T , Shange Lagenes 3-E , Pro.Assumma 34 Rangs & Ferves tengstee 5-U Vermee Fntramme 3-F . SeseyIrnemanartand Aspanamnes 3P 5.V Vibremos Sheet erOuensed Ftre trnemuse 30 Jessai- Penes 34 surdassessansense tasaseman 5W . eenOmidamna 3-H fnsanang Fountase 3A leveens amert Amaster 51 Vibenema 3! Rassung Bisangiana Coenamnen 35 ArnAnna Wet.aeas SY Wet Omneuma 34 Pouakaas tagemas 1T Omannee Dates
| |
| -6L-
| |
| . u an.ia ur m.mi. .ssmi,ar-si........r-i -
| |
| ni
| |
| | |
| ER.CWQ 288.:0 tRav.12.178 NPDES Number PA 0025615 IIL OUTFALLS AND ASSOCIATED WASTEWATERTREATMENTTECHNOLOGIES Treatment Treatment Method for Handling and Disposal Handling Custan Trossament Unit Description Unit Code Unit Design of Soild or Liquid Residue and Number tilst in sequence) (See FlpwRase Resulting from Treatment Disposal Table 1) (10 gal / days ilist in sequence) Code 001 SCREENING IT LANDFILL SQ DISINFECTION (CHLORINE) 2F N/A SEDIMENTATION 1U LANDFILL 5Q NEUTRALIZATION 2K N/A MICR0 STRAINING IN LANDFILL 5Q EVAPORATION 1F LANDFILL SQ ION EXCHANGE 2J LANDFILL SQ 002 SCREENING 1T LANDFILL SQ 003 COAGULATION 2D LANDFILL SQ GRINDING IL N/A PRE-AERATION 3E N/A ROTATING BIOLOGICAL CONTACTOR 31 N/A DISINFECTION (CHLORINE) 2F N/A SEDIMENTATION 1U LANDFILL SQ OIL / WATER SEPARATION 4H RECLAMATION / INCINERATION XX/50 004 SCREENING 1T LANDFILL SQ DISINFECTION (CHLORINE) 2F N/A SEDIMENTATION 1U LANDFILL SQ 006 SCREFNING IT LANDFILL SQ 6-
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| | |
| ER-BWQ 2st.10 Ree.12/871 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWA fER CONTRIBUTING TO OUTFALLS Existing Dischargers- Complete a separate Question IV for tagh outfall. I New Dischargers - ' Complete a separate Question IV for gash outfall for gash year of the first
| |
| . three (3) years of operation, tif no significant changes are expected during the first 3 years, then so indicate and only complete one Question IV). 1 i
| |
| A. Proeses Wastewater See General lastructions on page i, Who Must Use This Form, for definition of proess wastewater. Space is provided to describe two or more contributing processes. !
| |
| Process wastewater is any water which, during manufacturing or processing, comes into direct contact with for results from the production or use of) any raw material, intermediate product, finished product, by-product, or waste product). Process wastewater also includes any j type ofdischarge which is covered by an emuent limitation guideline (ELG) regulation !
| |
| published by the U.S. Environmental Protection Agency (EPA). Process wastewater does a normally include sanitary wastewater, non-contact cooling water, or plant-area stormwater -
| |
| runedf, unless such wastewaters are covered by an ELG regulation.
| |
| : 1. Examnle- Carpet manufacturing, wastewater from fiber processing and dyeing.
| |
| : 2. All ELG's promulgated or proposed by EPA are published in the Federal Register, and are published annually in the Code of Federal Regulations,40 CFR Parts 400-end. Contact the applicable DER Regional Omco ifyou have questions concerning applicable ELG*s.
| |
| : 3. Answer this question based on the representative monthly production level which is expected to occur durtng the maximum monthly neriod of nroduction activity for the process Do a report maximum d&M1 production rates.
| |
| For existina dischargers. the production levels reported must take into account actual production reeerds and are gag to be based simply on the facility's maximum production capabilities, nor on estimates of possible (but unconfirmed) future production increases. To obtain alternative emuent limits based upon anticipated production increases, you must define your hetual and marimum production capabilities and demonstrate that there is reasonable potential for an increase in actual production during the duration of the upcoming permit.
| |
| New Diesharmers should estimate production figures based on a realistic projection of exposted ? r_'== durtag the first three (3) years ofoperation Express ,,. i"= rates in the same terms and units used by EPA in developing its E LG regulation. For example, if the ELG is expressed as "lbs of TSS per 1,000 lbs of product" the information should appear as the following examnle shows:
| |
| ggggght L~ nit of Measure Of Product (or Raw MateriaD 56 1,000 lbs carpet material
| |
| : 4. As with production information, the information reported on discharge rates and volumes must be based on actual facility records, not simply on maximum design flows which have been used to size any associated wastewater treatment facilities for the outfall in question.
| |
| In naamral the Denartment uses the representative monthly discharme rate masociated with the ==imum monthiv nerion of nroduction to cateulate anolicable emuent hmitations.
| |
| 71.
| |
| | |
| ER.GWQ48t.20 tRev.1257 NPDES Number PA 0025615 IIL OUTFALLS AND ASSOCIATED WASTEWATERTREATMENTTECHNOLOGIES Treatment Treatment Method for Handling and Disposal Handling Outfall Treatment Unis Description Unit Code Unit Design of Solid or Liquid Residue and Number (list in sequence) iS*e Flpw Rate Resutting from Treatment Disposal Table 1) 110 gal / day) ilist in sequence) Code 007 SCREENING 1T LANDFILL SQ DISINFECTION (CHLORINE) 2F N/A 008 MICR0 STRAINING IN LANDFILL SQ 010- SCREENING 1T LANDFILL SQ DISINFECTION (CHLORINE) 2F N/A .
| |
| 011 OIL / WATER SEPARATION 4H RECLAMATION / INCINERATION XX/50 012 NONE 013 GRINDING IL N/A PRE-AERATION 3E N/A ROTATING BIOLOGICAL CONTACTOR 31 N/A DISINFECTION (CHLORINE) 2F N/A SEDIMENTATION 1U LANDFILL SQ OIL / WATER SEPARATION 4H RECLAMATION / INCINERATION XX/50 1
| |
| 6-
| |
| | |
| ~
| |
| 1 ER.BWQ-2es.10 iRev 12/87 '
| |
| L i
| |
| INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWA fER CONTRIBUTING TO OUTFALLS
| |
| ' Existing Dischargers - Complete a separate Question IV for tagh outfall.
| |
| New Dischargers - Complete a separate Question IV for thEh outfall for gagh year of the first three (3) years of operation,(if no significant changes are expected during the nrst 3 years, then so indicate and only complete one Question IV).
| |
| A.~ Proessa Wastewater . See General Instructions on paye i, Who Must Use This Form, for
| |
| ): <lannition of process wastewater. Space is provided to describe two or more contributing
| |
| ~
| |
| m.
| |
| i Process wastewater is any water which, during manufacturing or processing, comes into direct contact with (or results from the production or use on any raw material, intermediate product, finished product, by-product, or waste product). Process wastewater also includes any type ofdischarge which is covered by an emuent limitation guideline (EllG) regulation .
| |
| 3 published by the U.S. Environmental Protection Agency (EPA). Process wastewater does g normally include sanitary wastewater, nona:ontact cooling water, or plant-area stormwater -
| |
| runot, unless such wastewaters are covered by an ELG regulation.
| |
| : 1. Examnle Carpet manufacturing, wastewater from fiber processing and dyeing.
| |
| [
| |
| I . 2. All ELG's promulgated or proposed by EPA are published in the Federal Register, and are published annually in the Code of Federal Regulations,40 CFR Parts 400-end. Contact the applicable DER Regional Omco ifyou have questions concerning applicable ELG's.
| |
| : 3. Answer this question based on the representative monthly production level which is expected to occur during the maximum monthly neriod of nroduction activity for the process Do g report maximum dailg production rates.
| |
| For existina dischargers. the production levels reported must take into account actual i production records and are g to be based simply on the facility's maximum production
| |
| ' capabilities, nor on estimates of possible (but unconfirmed) future production increases. To obtain alternative emuent limits based upon anticipated production increases, you must
| |
| - define your actual and maximum production capabilities and demonstrate that there is reasonable potential for an increase in actual production during the duration of the upcoming permit.
| |
| New DW Q should gggnalg production figures based on a realistic projection of exposted production during the first three (3) years of operation.
| |
| Express productan rates in the same terms and units used by EPA in developing its ELG ,
| |
| . ;-7"= For example, if the ELG is expressed as 'Ibo of TSS per 1,000 lbs of product" the 2 information should appear as the following agagglig shows:
| |
| Quaggg L* nit ofMeasure Of Product (or Raw Material) 56 1,000 lbs carpet material
| |
| : 4. As with production information, the information reported on discharge rates and volumes must be based on actual facility records, not simply on maximum design flows which have been used to size any associated wastewater treatment facilities for the outfallin question.
| |
| In meneral. the Denartment uses the representative monthly discharre rate a==-:-:iated with the ==rimum monthly oeriod of oroduction to calculate analiable emuent limitations.
| |
| 71 . l l
| |
| i
| |
| __ - _ - . _________=__.--____ _- - - ._- _ _ _- -
| |
| | |
| ER 8WQ.2i>4.10 < Rev.12/871 NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT:NG TO OUTFALL NUMBER 001 A. Process Wastewater No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater-UNIT #1 COLLING TOWER BLOWDOWN
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month Wn Maximum 994GMY. t*mts of Wasure <or ca w matenal used) Production Occurs 1704 MEGAWATTS E!.ECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) OCCURS EQUALLY THROUGHOUT
| |
| : 4. Discharge Occurs: 24 hrs / day: 7
| |
| ,daym 365 12 monstwyr THE YEAR daw.
| |
| During which months? ALL MONTHS p---5 Long. Term Average R Discharge Rate 19 9 t uniu MCD i; ! epresentauve Di Meath!
| |
| 2b.1 s units ,MCD i; I L .echarp Rate. -J Maximum Daily Discharge Rate 36.0 ,,,ig, MCD ,
| |
| Process Wantawater No. UNNUMBERED
| |
| : 1. Desenbe process and type of wastewater:
| |
| UNIT #2 COOLING TOWER BLOWDOWN
| |
| : 2. Applicable E,PA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Wnth Wn Maumum (duasskr Unita of Wasure 4or raw matersal used) Producuon Oeears 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| OCCURS EQUALLY THROUGHOUT
| |
| : 4. Discharge Occurs- 24 hre/ day; 7 dars/wk: 365 darwyr: 12 monthalyr THE YEAR During which months? ALL MONTHS p.---5 Laag-Terus Average Representative Moethly Discharge Rate 15.25 tuniu MGD ,: g Discharge Rate 15.7,unia MGD ,. g Ga Manmum Daily 25.2 MCD Discharp Rate tuntu i 7
| |
| | |
| ER.BWQ 28810 4 Rec. !?./871 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. '' Miscellaneous Wastewater" I includes various non-orocess discharges from sources s uch as: (1) blowdown from boilers or cooling water systems:(2) laboratory wastes;(3) " house keeping" wastewater; (4) seepage from materials, product, waste storage piles:(5) sludge storage / processing operations.
| |
| D. T.2tal Process. Miscellaneous. Non-Contact Cooline. and Sanitary Wastewater Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runoff flows in this in doing this summation, care must be taken to consider those flows which are expected to occur durtng similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any additional explanation is needed with renmed to thl= summation. nrovide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Firure 3 to calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| Figure 3. Twenty four Hour Duration. Ten Year Frequency Rainfall Data Ceumsy Imehas Ceumay Inches Ceemer laches Adame 4.8 Allegheny 3.9 Armstrong 3.s Beever 3.8 Bedford 4.8 Serks 4.9 Blatr 4.3 Bradford 4.2 Beek 5.0 Butler 3.8 Cambria 4.2 Cameron 4.0 Carboe 4.8 Centre 4.3 Chester 5.0 Clanea 3.7 Clearnold 4.0 Cliates 4.2 Columbia 4.8 Crawford 3.8 Cumberland 4.7 Dauphan 4.8 Delaware 5.0 Elk 3.9 Erse 3.8 Fayette 4.1 Forest 3.8 Franklin - 4.8 Futten 4.8 Greene 3.9 Hunstandes 4.8 ladiana 4.0 Jessesse 3.9 Junsata 4.5 Lackawaame 4.7 Laasasser 5.0 l Lawrence 3.7 tabamos 4.8 Lakish 4.9 i Luserne 4.7 Lycomaar 4.3 McKees 3.9 )
| |
| l Mesent 3.7 Miflia 4.4 Meeree 4.8
| |
| ^ -- - -- _ n 5.0 Meeseur 4.5 Northamptes 4.9 D - ' --land 4.8 Perry 4.8 Phaladelphis 5.0 Pts 4.9 Potter 4.0 Schuylkill 4.7 Snyder 4.s Somerest 4J Sullivne 4.4 Sumeeshanne 4.5 Tions 4.2 Union 4.4 Vensase 3.7 Warrea 3.8 Washiastes 3.9 Wayne 4.7 Weeunoreland 4.0 Wyomang 4.5 Ynek 4.9
| |
| | |
| ==Reference:==
| |
| US. weadwr Bureen Tee % eel Paper 40.
| |
| 8L-
| |
| | |
| ER.BWQ.288.10 <Rev.12.17:
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT:NG TO OUTFALL NUMBER 001 A. Process Wastawater No. 101
| |
| : 1. Describe process and type of wastewater- CHEMICAL WASTE TREATMENT SYSTEM (INCLUDING DEMINERALIZED REGENERANTS, LAB SINK DRAINING, UNIT #1 AUXILIARY BOILER BLOWDOWN)
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER CENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate Of Product Month When Mastmum Quanun t'eute of Measure aor es* matenal uned) Producuan Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED: OCCURS (ELECTRIC) EQUALLY THROUGHOUT THE YEAR
| |
| : 4. Discharge Occurs: _, , 3 hre/dar: 3 daruwk: 156 d.yvy,; 12 montheyr During which months? ALL MONTHS p --- - - ----
| |
| 5 tang Term Average R Discharge Rat, .0264 t uniu MCD ,,.1 Depresestatave Ram Meath15424 ,,,,MG PER M0;, H Maximum Daily Dacharp Rat, .044 gg MGD ,
| |
| Process Wastewater No. 201
| |
| : 1. Describe process and type of wastewater:
| |
| SOFTENER REGENERANTS
| |
| : 2. Applies.ble E,PA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY l 3. Representative Monthly Production Rate OfProduct Month When Maximum Qaammar UnntaafMeasurn for caw mataral usadt Production Oecurn 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED: ALL (ELECTRIC) MONTHS
| |
| : 4. Discharge Occurs: 2 .5 ,,,,, g; 26 4,7,7,., 12 ,,,,3,,,
| |
| hewder:
| |
| Dursag which months? ALL MONTHS p . --------- 5 tang-Tern Average Rrepresentative Month 1501
| |
| .0034 MGD ,,.1 Dischar MG PER M0y'$1 Discharp Asia n,3 ,
| |
| 6 - ge Rase eunits .
| |
| _--.----J Mastmum Daily Ducharge Rate .0114 iuniu MGD ,
| |
| | |
| r l en.swaas8 to .new 13e 1
| |
| INSTRUCTIONS FOR COMPLETING FORM i
| |
| l IV. SOURCESOF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. L~se these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewster''
| |
| includes various ran-Itrocess discharges from sources such as: (1) blowdown from boilers or cooling water .
| |
| systems:(2) laboratory wastes:(3) " housekeeping'' wastewater; (4) seepage from materials. product. waste l storage piles;(5) sludge storage / processing operations.
| |
| l l D. Total Process. Miscellaneous. Non-Contact Cooline. and Sanitarv Wastewater I i l Based upon the information provided in Question IV. Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runefTflows in this summatan. le W.g this summation, care must be taken to consider those flows which are expected to I occur during t in.hr time frames. For example, while NCCW and sanitary wastewater discharges may occar routinel.<.metain miscellaneous wastewaters may be discharged only at certain times of the week, .
| |
| month,or year. If any additional explanation is needed with rerard to this summation. erovide it on an )
| |
| attached sheet.
| |
| l!
| |
| E. Stormwatar Runos i Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Firure 3 to calculate a total volume, in gallons, of stormwater {
| |
| 1 discharged through the outfall from a 10-year,24-hour storm event. !
| |
| I Flgure 3. Twenty four Hour Duration. Ten Year Frequency Rainfa!! Data ~{
| |
| l Couary taehes Ceumey taches Ceumsy taches
| |
| ~ Adams 4J Allegheer 3.9 Armesrong 3.9 Beaver 3.8 Bedford 4.5 Serks 4.9 B:str 4.3 Bradford 4.2 Beak 5.0 '
| |
| Butler 34 Cambna 4.2 Cameren 4.0 Carboo 4.8 Centre 4.3 Chesser 5.0 Clanoe 3.7 Clearbid 4.0 Clinese 4.3 Columbia 4.8 Crawford 3.8 Cumberland 4.7 Dauphin 4.8 Delaware 5.0 Elk 3.9 Ene 3.6 Fayette 4.1 Forest 3.8 Franklia 4.8 Fulton 4.8 Greene 3.9 Huatansdes 4.8 Indiana 4.0 JeGheese 3J Junista 43 14ckawanns 4.7 fmaarmar 5,0 Lawrence 3.7 14banne 4.8 Lehigh 4.9 Luserne 4.7 Lycoming 4.3 McKena 3.9 Morear 3.7 Miffila 4.4 Monroe 4.8
| |
| " ^ - . 7
| |
| _ 5.0 Monteur 44 Northampton 4.9 M - ' - -land 4.8 Perry 4.8 Philadelphia 5.0
| |
| )the 4.9 Potter 4.0 Schuylkill 4.7 Snyder 4.8 Sosserest 4.3 Sullivan 4.4 Susenskanaa 44 Tioga 4.2 Unaon 4.4 Veemase 3.7 Warren 3.8 W"t. 3.9 Wayne 457 Westmoraland 4.0 Wyonaing 4.5 l York 4.9 Referenec US. WeatherBsteau TechssoalPaper40.
| |
| -BL-I i
| |
| _ _ - - _ _ _ _ A
| |
| | |
| EA-BWQ-284.10 (Rev. tY.71 NPDES .Vumber PA 0025615 iV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 A. PrpeensWastawater No. 101
| |
| : 1. Describe process and type of wastewater' CHEMICAL WASTE TREATMENT SYSTEM (INCLUDING DEMINERALIZED REGENERANTS. LAB SINK DRAINING, UNIT #1 AUXILIARY BOILER BLOWDOWN)
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month When Masamum ggggggy, UnntaofMansure -'or raw material used) Produauna Oneurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED: OCCURS (ELECTRIC) EQUALLY THROUGHOUT THE YEAR
| |
| : 4. Discharge Oecurs: 3 hrarday; 3 dayerwk: 156 a.,,,,,; 12 mainharyr During which months? ALL MONTHS p--------------- S
| |
| "[ 0264 sumiu MGD ,.
| |
| i _- $_--------_-.a l 424 ,g ,_MG PER MQNTH Masimum Daily .044 ,e MGD ,
| |
| %g ,
| |
| Process Wastewater No. 201
| |
| : 1. Describe process and type of wastewater:
| |
| SOFTENER REGENERANTS
| |
| : 2. Applicable E,PA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfPrudest Month When Manmum Quanahr UmaanafManauen or raw masarial uend) hadusnanOrms 1704 MEGAWATTS ELECTRIC POWER' PLANT BASE LOADED:
| |
| . (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 2 henways
| |
| .5 ,, , 26 ,,,,,,,,,
| |
| 12 , ,,
| |
| During which months? ALL MONTHS era Amege*0034 p"*--------------- *001 5
| |
| Diesharge Rate sunits MGD i: Discharge Rate suniu MG PER MOy'Ill
| |
| ------------- . .J Masimum Daily Dweharge Rate .0114 tunita MCD i 7
| |
| | |
| ER.BWQ-288.10 4Ree 13/871 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use thwee to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater''
| |
| includes various ncn-nrocess discharges from sources such as: (1) blowdown from boilers or cooling water systems; (2) laboratory wastes:(3) " housekeeping" wastewater: (4) seepage from materials, product,' waste storage piles:(5) sludge storape/ processing operations.
| |
| D. Total Process. Miscellaneous. Non-Contact CootInn and Sanitarv Wastewater Based upon the informuins provided in Question IV. Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runoff flows in this 1 In doing this summation, care must be taken to consider those flows which are expected to occur durms sier'.lse time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any additional explanation is needed with raeard to Aia sn=== tion. nrovide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site pl2n showing stormwater runoff areas). Use Firure 3 u calculate a total volume, in gallons, of stormwster discharged through the outfall from a 10-year,24-hour storm event.
| |
| ~
| |
| Figure 3. Twenty four Hour Duration. Ten Year Frequency Rainfall Data Ceumsy Imehes Ceemer Imehoe Ceemer Imebes Adame 4J Alleghear 3.9 Arenseroeg 3.9 Beever 3.8 Pedford 4.8 Berke (9 Blatt 4J Bradford 4.2 Sunk 5.0 Butler 3.8 Cambria 4.2 Casserea 4.0 i Carbea 4.8 Centre 4.3 Chester 5.0 l
| |
| Claries 3.7 Clearbid to Chaees 4.2 i Colusabia 4.8 Crtwford 3.6 Cuanberland 4.7 l . Dauphin 4.8 Delaware 5.0 Elk 3.9 Erw 3.5 Fayette 4. t Forees 3.8 Fraakha 4J Fultos 4.6 Geessu , 3J finaspiedes as Indiana LO Jedbreos JJ Juanata 4.5 tackawanas 4.7 f = ====n== 5.0 Lawrease 3.7 Lebanea 4.8 Lokisk 4.9
| |
| !.userne (7 Lyeomaar 4.3 McKena 3.9 Messer 3.7 MiStia to Monroe 4.8
| |
| _ -- - 7 5.0 Messeur 4.5 Northampien 4.9 U ' '"
| |
| 4.8 Perry 4.6 Philadelphia 5.0 7hs 4.9 Potter j3 Schuytkill 4.7 Snyder 4.8 See:arest 4J Sullivna 44
| |
| "__ _ --- 4.5 Tioga 4.2 UrGen 44 Yeasase 3.7 Warm 3.4 Week.astes 3.9 f
| |
| Wayao (7 Westmoreland 40 Wyosaang 4.5 York 4.s Referenee: U.S. Wea:fier Bweae Techassel Paper 40.
| |
| I 1
| |
| 8L-l
| |
| _____.______m_ - _ _ _ . _ _ _ __m_ _---
| |
| | |
| EO.5WQ-288.10 : Rec.12.157 i
| |
| Y' NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT:NG TO OUTFALL NUMBER
| |
| " A. Process Wastewater No 301
| |
| : 1. Describe process and type of wastewater-UNIT #2 AUXILIARY BOILER BLOWDOWN
| |
| : 2. Applicable EPA Effluent Limitatior. Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Represer.tative Monthly Production Rate Of Product Month When Maxtmum Quantaty Uruta of Meuure 'or r w matertal used) Producuan Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs. 5 hre/ day: .25 4,y % 13 4,7,y,,. 12 , , , ,
| |
| During which months? ALL MONTHS p- -- -- --
| |
| 5 Long Term Average R Discurse Rau _ .004 g, MGD g i epresentauve Du Meathly.001 eun;i, MG PER M0y,Til 6 charge Rate Maximum Daily Dacharge Rate .022 ,,,gg, MGD ,
| |
| Process Wastewater No. 401
| |
| : 1. Describe process and type of wtstewater:
| |
| UNIT #2 CHEMICAL FEED AREA DRAINS
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month when Maximum Quassuir 'Janta of Measure ior raw inatanal usedt Produenon Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 1hreeday: 7 _dayerwk: 365 daywyr: 12 monthatyr During which months? ALL MONTHS p- --- - .
| |
| 5 Long Teria Average R Discharge Rate .001 sunita MCD ,; I representative Discharge Rate Monthly.001 t uniu MG PER M04,Til L. ..8 Mazimum Daily Discharge Raw .001 eumu MGD ,
| |
| .~.
| |
| | |
| ER.BWQ.28810 tRev 12ll?>
| |
| INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use these to indiente the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. "Mineellaneous Wastewater" includes various non-arecess discharges from sources such as: (1) blowdown from boilers or cooling w4ter systems:(2) laboratory wastes:(3) " housekeeping" wastewater;(4) seepage from materiais product, waste storage piles: (5) sludge storage / processing operations.
| |
| D. Total Procean Mineellaneous. Non-Contact Coollne =ad knitary Wastewater
| |
| ~
| |
| 1 Based upon the information provided in Question IV, Sections A C above, determine the summation of. ')
| |
| these combined wastewater sources for the outfall. Do not includ- storm water ruaarr flows in this summ9 tion. In doing this summation, care must be taken to consider those Gows whach are expected to occur durmg similar time frames. For example, while NCCW and sanitary wastewater discharges may l occur routinely, certain raiscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any ddt+iaa=1 emnlanation is needed with .-- -Itasia =====Maa nrovide it on an ALIAGhAdahAtl-E. Stormwater Runaf Answer this item based on the information presented in response to Question I, Section J (site plan j showing stormwater runosareas). Use Ogigga to calculate a total volume, in gallons, ofstormwater discharged through the outfall from r.10 year,24 hour storm event.
| |
| Figure 3, Twenty four Hour Duration. Ten Year Frequency Rainfall Data Caesar Iashes Cooney taehes Caumsy taehoe musamme imammmmmmmmmmenaamme nummmmesummmeemmame Adams 4J Alleshoor 33 Armswear 33 EBeever 3J Sedined 4.5 Berke '
| |
| 4.9 Isiair 4.3 aredand 4.s seen s.O E Butler 3.8 Cambris 4.2 Caneses 4.0 ECartes 4.8 Centre 4J Chester 5.0 EClaries 3.7 Clearfield 4.0 Clistes 4.2 EColusabia 4J Crawford 38 Cumberload 4.7 EDeuphis 4.8 Delaware 5.0 Ek 3J E Erie 3.8 Fayeese 4.1 Forest 3J E Franklia 4A Fultes 4.8 Gesano 3J j EHuseamsdes 4.8 tadiens 4.0 JeAssume 3.9 EJunassa 4J Lackawaans 4.7 f a====ame 5.0 E Lawrease 3.7 1 shames 4.8 tahish 4.9 E Luserne 4.7 theemans 4J McKees 3.9 E8 Esses r 3.7 Miglis 4.4 Mearse 4.8 E- - -; SS " "
| |
| Meneser 4.6 4J
| |
| -_1_
| |
| I_ " ' had' 4.8 Perry 4.8 Philadelphia 5.0 EDhe 4.9 Pouer 4.0 Schuylkill 4.7 j Etesder 4.5 Somernes 4J Sullives 4.4 E" '
| |
| __ --- 4.5 Tiess 4.2 Unies 4.4 EVenname 3.7 Warrea 3.8 Washingtes 3.9 EWayne 4.7 Westmorelaud 4.0 #resung 4.5 mmCJ Refironse: US. WeasherBureen Tecknaast Paper 40.
| |
| 8L.
| |
| | |
| ER 5WQ-288.10 :Reo 12/87:
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT;NG f0 OUTFALL NUMBER 001 A. Procesa Wastewater No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater-TREATED RADIOACTIVE WASTE (UNIT #1)
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM D.ECTRIC POWER GENC. RATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month hn Masamum Quantity t'rutaof W asure ior esw matonal used) Productio Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 12 h54ay; 2.3 days /wk: 120 dayeryr; 12 montheryr During which months? ALL MONTHS p - -- -
| |
| 5 tong-Term Avarage Discharp Rate .004 ag, MGD ,,, l Repressatatare Meath!*bl9 sunita MG PER M0!4T1 6 - Raw - --J Maximust Daily Ducharp Rate .0504 ,g, MGD ,
| |
| Process Wastewater No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater-UNIT #1 STEAM GENERATOR BLOWDOWN FILTER BACKWASH
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATACORY
| |
| : 3. Representative Monthly Production R.tte ofProduct Month when Masamum Quassist Vasu of Measure for raw eastermi used) Production Oecurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs. 2 g,,,4,7; .5 a,% 26 a,y, 12 ,,,t3,,y, During which months? ALL MONTHS p --- . --- .
| |
| 5 tong-Tersa Average R Discharp Rate .004 s umts MGD p, 1Dischar representative p Raw Meathly.001 runiu MG PER MOWTh ,
| |
| 6 -- J Masmium Daily Discharp Rate
| |
| .0504 sumta MGD i
| |
| | |
| l-ER BWQ.28810 4 Rec.17.17:
| |
| INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use these to indicate the type, frequency, duration af any sanitary wastewater, non-contact cooling water, or taleoellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewster''
| |
| includes various non-orocess discharges from sources such as: (1) blowdown from boilers or cooling water systems;(2) laboratory wastes;(3) " housekeeping" wastewater;(4) seepage from materials, product, waste storage piles:(5) sludge storage / processing operations.
| |
| D. Total Process. Miscellaneous. Non-Contact Coollnn and Sanitarv Wastawater Based upon the information provided in Question IV. Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runoff flows in this summation. In doing this summation, care must be taken to consider those flows which are expected to occur during similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may ba discharged only at certain times of the week, month, or year. If any =dditional explanation is nead d with r===*1i to chia su==atlan. nrovide it on an A11achadsbeat.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Elgggj,to calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| ~
| |
| Figure 3. Twenty.four Hour Duraden. Ten Year Frequency Rainfall Data mum County Imehes Comasy Imehoe Comasy laches Adame 4J Allegbear 3.9 Armstrong 3.9 Beever 3.5 Beddoed 4.8 Borts (9 Stair 4J Bradibed 4.2 Busk 5.0 Butler 3.8 Cambria 4.2 Canneren 4.0 Carboo 4.8 Centre 4.3 Chester 5.0 Claries 3.7 Clearfleid 4.0 Cliases 4.9 Columbia 4.8 Crawford 3.8 Cuanherland 4.7 Dauphin 4.8 Delaware 5.0 Elk 3.9 Erie 3.8 Fayette 4.1 Foress 3.8 Fra a lia 4J Fuhes 4.8 Greeae 3.9 Hustaandes 4.8 tadiana (O JeSereen -
| |
| 3.9 Junasta 4.5 Lackawaane 4.7 14asesser 5.0 tawwwaee 3.7 tahames 4.8 Lehisk 09 Luserne 4.7 t.yeoanas 4.3 McKena 3.9 Messer 3.7 Miflia 4.4 Mooree 4.8
| |
| _ , 5.0 Meesear 4.5 N# -- 2: 4.9
| |
| _ _ _ . 4.8 Perry 4.8 Philadelphia 5.0 Pts 4.9 Potter 4.0 Schuylkill 4.7 Dsyder 4.5 Soonerest 4.3 Sullivaa to
| |
| "- ' --- 4.5 Tions 4.2 Unies 4.4 Vennase 3.7 Warrea 3.8 Washiestem 3.9 Wayne 4.7 Wesumereland 4.0 Wycesag ($ l York 4.9 '
| |
| a+, e: us. w a.raasaJ.w.e.wa,er<0.
| |
| -8L-
| |
| | |
| ER-BWQ 288.10 :Rev.12/87:
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 A. Process Wastewater No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater-CLARIFIED WATER OVERFLOW
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENEkATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Enth When Maumum Quanuty t* mis of Measure <er raw material used Producuon Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 1 hierday: .5 4.yerwk: 26 dayeryr; 12 montheryr During which months? ALL MONTHS y-5 teng. Term Average Represostauve Monthig Disenary Rate .001 a u,3u MGD ,. Diseharp Raw
| |
| .001 tunita MG PER MQFIH
| |
| - - - .J Maximum Daily Decharp Rate .001 , ,,;, MGD j Process Wastewater No. tmmrMBERED
| |
| : 1. Describe process and type of wastewater: i TREATED RADIOACTIVE WASTE (UNIT #2)
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month when Maximum l
| |
| M Units of Measure for raw matarsal used) Produman Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS i 4. Discharge Occurs. 12 %; 7 2.3 dept. 120 4,7,,yr 12 cn fy, Dunng which months? ALL MONTHS g -- --- -
| |
| 5 Lang.Terin Average Rrepresentative Meathly Discharp Rate .004 tunits MGD ,,.1 Dischar pRaw .019 suniuMC PER MON;Tk L . - -.- .J Mammum Dady Discharp Rate
| |
| .144 sumta MCD i 7
| |
| w-_____ __
| |
| | |
| ER.8WQ488.10 sRea 13/8**
| |
| INSTP.,tJCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (
| |
| _ continued)
| |
| B & C. L*se these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling j water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewster* i includes vanous non orocess discharges from sources such as: (1) blowdown from boilers or cooling water systems; (2) laboratory wastes:(3) ~ housekeeping" wastewater;(4) seepage from materials, product, waste storage piles;(5) sludge storage / processing operations.
| |
| D. Total Process. Miscellaneous. Non-Contact Cooline. and Sanitary Wastewater Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wartewater sources for the outfall. Do not include storm water runoff flows in this aggngnadas. In doing this summa. tion, care must be taken to consider times flows which are expected to occur during similer time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any additional explanation is r
| |
| * A d with raemed to thia summation. nrovide it on an attached sheet.
| |
| 1 1'
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question 1, Section J (site plan showing stormwater runoff areas). Use Dggtglto calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| ~
| |
| Figure 3. Twenty four Hour Duration. Ten Year Frequency Rainfall Data Commer Imehoe Commer knehes Cooney Inches Adants 4J Alleshoor 33 Arunnarong 3.9 Beever 3J Bedford 43 Borts 43 Blair 4.3 Bradford 4.3 Besk S.0 Butler SA Cambek 4.2 Casmeros 4.0 Cathea 4.8 Centre 4.3 Chasear 5.0 j Clanos 3.7 Clearfleid 4.0 Climene 4.2 Columbia 44 Crawford 3.6 Casaberland 4.7
| |
| )
| |
| Dauphia 4.8 Delaware S.0 Elk 33 )
| |
| Ene 3.8 Fayetta 4.1 Forums 3J Franklia 4J Fulton 4.4 Groses ,
| |
| 33 Ha=aasd== 4J Indians 4.0 Jedbesse 3.9 Juniata 4.5 hekawanna 4.7 fm e 5.0 Lawrease 3.7 tabames 4.8 bhigh 4.9 Lumsene 4.7 Lyeesasag 4.3 McEsas 3.9 Messor 3.7 Mdflia 4.4 Meeree 4.8
| |
| --,- 5.0 Measser 4.5 Nc' -
| |
| :r: 4.9
| |
| ~__" 4J Perrr 46 Phdadelphia 5.0 Pts 43 Potter 4.0 Sch.aylkul 4.7 Snyder 4.8 Soamerest 4.3 Sullives a.4
| |
| "___'^== 43 Tions 4.2 Unise 4.4 Veemase 3.7 Warrea 3.8 Wash 4asten 3.9 i Wayne 4.7 Wesumereland 4,0 Wyousang 4.5 I Yark 4.9 Referense: US. WessherBureau TechanealPaper40.
| |
| I l
| |
| -SL- I l
| |
| | |
| ER 8WQ 38810 < Rev 1ll,E n
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER FOR OUTFALL 001 B. N/A
| |
| ' t. Source (s):
| |
| : 2. Discharge Occurs hrneder: daresrk: deyetyr: montherre Dunng which enonthe?
| |
| p.- - -
| |
| 5 Long.Teria Average Representauve Monthly
| |
| "* g
| |
| - -J Masisausa Daily Discharge Rate iunits :-
| |
| C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hrweay: deram tu dareyr: -- ' , .
| |
| During whichinanthe? -
| |
| 1 tang. Term Average pReyesosacat
| |
| - - - ive Measkly----------- S g
| |
| Diesharge Rate aunats i: Diesharge Rate ' (unite P.
| |
| ------J
| |
| *=i-usa Daily Discharge Rate (units i D. Total Praa===. Miecellanaaus Non-Contact Coolins. and Maaitarv Wa=+=w=*=- (not stormwater)
| |
| UNIT #1 AND UNIT #2 COOLING TOWER BLOWDOWN SOURCES MONITORED AT 101, 203
| |
| : 1. Source (s):
| |
| OVERFLOW. 301, and 401, TREATED RADI0 ACTIVE WASTE, AND OCCASIONAL CLARIFIED WATER
| |
| : 2. Discharge Occurs: 24 hrWday: 7 dayWwk. 365 4,yyy,; 12 --
| |
| 7 Dunagwhish %7 ALL MONTHS g- -- - ,
| |
| 14eg Terta Average 35.2 iunits MGD Repressosauve Meathig 5.9 g Diesharge Rate r. Discharge Rate t units MGD ,;
| |
| - .- - .- .J h Daily Washarps Rate 48 , uni, MGD ,
| |
| E. Starmwater Runat (See lastructions) N/A 10 Year 10 yr.24 hr. Draanage Area 24 hr * -- -
| |
| BugglLW #1= U,asta Ceaveressa Festar h Qula 1
| |
| 1 Ft* K 0.823 = Gallena j i
| |
| K Yds K 5.61 = Gallons K Acres K 27.1521 = Callons
| |
| ]
| |
| .g.
| |
| | |
| ' ER;80Q asa.10 ; An 12/976 INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY L >
| |
| ceneralinstruesseina
| |
| ' All Dischargers are to follow these instructions and earnelata the work =h==t on uction 3 below). hrksheet is to be submitteel with the comolated -E---
| |
| aaalientian :
| |
| the wastewater to 5 discharged or expected to be disch s question must therefore be representative of normal plant operations, with all pro wastewater in normal operation, and with a properly operating treatment facility provided) which is not experiencing " upset" eenditions. s (where tr Normally, only samples results from the past year should be reported; howeve recently may be used provided that: (1) all data quality requirements are inet:(2) than three (3) years before application submittal; and (3) all data are representative arge.
| |
| Factors which can result in untenresentative data include signdicant changes in p materials, manufacturing processes or final products, and wastewater treatment processes
| |
| : 1. Rz r.'.g Effluent Quality Information on effluent quality is to be developed and presented in Question V f outibl! and to submit the results of the analysis for the oth particularly drainage area). applicable Blaak where more than one outfall discharges Type i stormwater run may be e -" as M ' for the number ofoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the #==-83a= -Waalv Instructions associated with this appliestion package.
| |
| Where so indicated on Question V, specify the analytical detection level achieved for associated wastewater matria. It la in the appilaant's inwrest to achieve a level ofdetecti bestar than) those listed on Question V. This will minimise the potential for estab effluent limits and/or monitoring requirements in the Final NPDES permit. If the ap these minimum acceptable detection levels, then an explanation must assompany the .
| |
| Also where no indicated, specify the EPA mathed number associated with the anal .
| |
| the Analysis of Pollutants Under the Clean Water Act." method numbers
| |
| : 2. ReportingIntakeWasseQuality ingshg water quality. You are not required te report da
| |
| " net" effluent limitations in order to demonstrate compliance with BCT/soBAT req .
| |
| R='a-o water carrvinawant or in the to sample intake blowdown from roeirculatingcooling waterorquality water systeens, to easis in otherdischarges out ==ah la*=h- === 8ta . it is advi==hte to '' == the r--- = for daian so with the == ;,rdata Renional b
| |
| 9L-
| |
| | |
| y
| |
| \:
| |
| ER 80Q.268.10 4 Re112/871 I .:
| |
| l NPDES Number P A 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT NG TO OUTFALL NUMBER 002 A. Process Wastewater No UNNUMBERED
| |
| : 1. Describe process and type of wastewater-INTAKE SCREEN BACKWASH
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProdwa Month When Mammum Quanuty (* ute of Measure 'or ra w matert 'used) Production Occure 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 1 hre/d y; 1 dayerwk: 52 day fyr 12 montheryr During whleh months? ALL MONTHS p- ------. .
| |
| 5 tong-Term Average 04M Represostauve Meathly Discharge Rate
| |
| * 4umts MGD P. DisshargeRate .008 ,,,;,,MG PgR M0pyH ,,
| |
| -.----A Maximum Daily Dweharge Rate 1*1 tunits MGD ,
| |
| Process Wastawater No. 102
| |
| : 1. Describe process and type of wastewater:
| |
| INTAKE SCREENHOUSE PUMP BEARING COOLING WATER LEAKAGE.
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month when Maximum Quanskr 17attanfMeasure ter raw maternal uned) Production Oecurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: I hrerday: .25 doyerwk: 13 4,y,,yr: 12 ,,,t3,,,,
| |
| Dunng which months? ALL MONTHS p--- -- ,
| |
| tang-Terms Average R Discharge Rate .001 tunita MGD 1Dischar epresentativeideathly.001 iunita MG PER MQTl:H L., ge Rate..J Manmum Daily Discharge Rate .001 , ,,g, MGD ,
| |
| 7
| |
| | |
| l ER.BWQ.288.10 iRev.13.157i INSTRUCTIONS FOR COMPLETING FORM-IV. SOURCES OF WASTEWATER FOR OUTFALL (condnued)
| |
| B & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non contact cooling water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewar _g" includes various non-crocess discharges from sources such as: (1) blowdown from boilers or cooling water systems;(2) laboratory wastes;(3) " housekeeping" wastewater; (4) seepage from materials, product, waste storage piles;(5) sludge storage / processing operations. 1 l D. Total Process. Miscellaneous. Non-Contact Coollar. and Sanitarv Wastewater
| |
| : )
| |
| t i Based upon the information provided in Question IV. Sections A-C, above, determine the summation of l l
| |
| these combined wastewater sources for the outfall. Do not includ- storm water runoff flows in this s n = == Ha= In doing this summation, care must be taken to consider those news which are expected to occur durmg similar time frames. For example, while NCCW and sanitary wastewater discharges may j occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, j month, or year. If any additional exntanation is needed with recard to thl= su=== tion. nrovide it on an !
| |
| attached sheet. I I
| |
| E. Stormwata-Eggs '
| |
| Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Elggs,1to calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event, f
| |
| Figure 3. Twenty four Hour Duratloa. Ten Year Frequency Rainfall Data Ceansy Imehes Caumer taehes Comasy techos Adame 4.8 Allesheer 3.9 Aruneareeg 3.9 Beever 3.8 Bedford 4.8 Borts 4.9 Blair 4.3 Bradford 4J Besk 5.0 Butler 3.8 Cambria 4.2 Caenerse 4.0 Carbes 4.8 Centre 4.3 Chester 5.0 Claries 3.7 Clearfleid 4.0 Cliates 4.2 Columbia 4.8 Crawford 3.8 Casaberland 4.7 Dauphia 4.8 Deleware 5.0 Elk 3.9 Erte 3.8 Fayone 4.1 Fereat 3.8 Franklia 4.8 Fultes 4.8 Gesses 3.9 H-'__- 4.8 ladiana 4.0 JedRuses 3.9 Junista 4.5 tackawamms 4.7 tamensser 5.0 Lawesano 3.7 1Abenes 4.8 Lahish 4.9 Luserne 4.7 Lycoming 4J hieKana 3.9 tiesser 3.7 Mistia 4.4 Monroe 4.8
| |
| , 8.0 REseneur 4.8 Northasaptoe 4.9
| |
| "_ f_ 4.8 Perry 48 Phaledelphis 5.0 IPtis 4.9 Potter 4.0 Schuylkill 4.7 Seyder 4.8 Somerest 4.3 Sullives 4.4
| |
| " {
| |
| 4.5 Tions 4.2 Unies 4.4 Veenase 3.7 Warrea 3.8 Westuastee 3.9 Wayne 4.7 Westmorensad 4.0 Wyeeung 4.5 York 4.s l
| |
| | |
| ==Reference:==
| |
| U.S. WeederBweau TechanasiPeper e0.
| |
| b
| |
| | |
| ER.SWQ-388.LD 'itev l':.97'
| |
| , NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER FOR OUTFALL 002 B. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hr./d.y; d.y /wk: 4 y <yr; month./yr During which enonthe?
| |
| : p. -
| |
| tang Teria Average Representative Monthly 5
| |
| g DW h m u hhp, ,,u u
| |
| , , , , ,s a s 1. .s sJ Maximum Dasly Discharge Rate iunats C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs. hrwdey: darerwk: darwyr: montheyr During which monthat p-- -
| |
| -3 tang Term Average Representative Meathly g
| |
| Discharge Rate tuants 4 Diesharge Rate tuaits P.
| |
| J Mammum Dady Discharge Rate (units D. Total Process. M' cellaneous Non-Contact Cooline. and haitarv W==+=w=ue (not stormwater)
| |
| : 1. Source (s): INTAKE SCREEN BACKWASH AND PUMP BEARING LEAKAGE FROM 102 I 1.25 ,, g 65 12
| |
| : 2. Discharge Occurs: hrweny: , _
| |
| ALL MONTHS
| |
| %which W p--.,
| |
| Laag Term Average Representauve Monthi*D08 Discharge Rate .0462 suniu MGD r, Discharge Rate iunits MG PER MOM 1H
| |
| --J unshaus Daily nestarse Rate 11 iuniu McD ,
| |
| E. Stormwater Runst (See instructions)
| |
| N/A 10-Year 10 yr.24-hr. Drmange Aree 26.hr F - 8r
| |
| ~- *- Mana converman Faster Y.shnu Mmu 1 Fts K 0.423 = Gallons K Yd2 K 5.61 = Gallons l
| |
| 1 Acres K 27.1521 = Gallons 8
| |
| w___-__--_ -
| |
| | |
| 1 ER aOWea.to m 12,1s7 j 4 : INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY ceneralinservessine below). This workahaat is to be submitted with the cornalated .
| |
| on 3 the wastewater being discharged or expected to be d{
| |
| ! question aust therefore be representative ofnormal plant operations, with all !p L
| |
| wastewater provided) which isinnot normalexperiencing operation, and with
| |
| " upset" conditions. a properly operating treatment n sfacility (whe Normally, only samples results from the past year should be reported; ho !
| |
| recently may be used provided that: (1) all data quality requirements are me than three (3) years before application submittal; and (3) all datan are Feeters which can result in untenresentative data include sigain represen sc arge.
| |
| materials, manufacturing processes or final products, and wastewater treatment pr
| |
| : 1. Reporting Effluent Quality Information on affluent quality is to be developed and presented in Questio
| |
| ' two er more substantially identical outfalls, you may request permission ne to samp outibil and particularly ap to submit the results of the analysis for the other substantially iden L drainage area).plicable Bi-ah a- where more than one outfall discharges Type I stormwater run may be ="-'' as M ' for the number ofoutfalls to be described.
| |
| L The actual sampling avents and analytical' work must comply with the hila - ' Aa=
| |
| [nntructions associated with this application package.
| |
| Where so indicated on Question V, specify the analytical detection level achiev associated wastewater matrix. It is in the applicant's interest to achieve a lev battarthan) those listed on Question V. This will minimise the potential for es eHluent limits and/or monitoring requirements in the Final NPDES permit. If t thens minimum acceptable detection levels, then an explanation on. must accompa Also where so indicated, specify the EPA mathed number aseeciated with th the Analysis numbers method are sentained the Clean Waterin EPA regulations 40 CFR 126," Guidelines of Pollutants Under Act."
| |
| : 2. ReperdagImenheWasseGnauty insaba water quality. You are not reqmrod to repor "not" effluent limitations in order to demonstrate compliance with BCT/ BAT require ay also L
| |
| want to sample intake water quality to assist in explaining the presense of polluta cooling L
| |
| water er in the blowdewn from roeirculating cooling water systems, or in otherdischa .
| |
| nn out oma =a-h iatak- == =-Ha- it is advi==kle to '' .- the raa aa= for data-l 9L-
| |
| | |
| p.
| |
| ER.8WQ 288.10 tRev.12/978 NPDES Nurnber PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003
| |
| 'A. Procena Wastawater No. 103
| |
| : 1. Describe process and type of wastewater-SETTLING BASIN HANDLING SLUDGE FROM INTAKE CLARIFIER
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 _
| |
| Category / Subcategory STEAM ELECTRIC P'%1
| |
| * CENERATING POINT SOURCE C.\TAGORY
| |
| : 3. Representative Monthly Production Rate Of Product Month when Masim an gggggg (Taita of Measure eor rae matanal usedi Production Oggy 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: I hearder: 7 daywwk: 365 daywyr: 12 monthery, During which months? ALL MONTHS y---- ------- --
| |
| 5 tang Term Average. R Discherp Raw .0224 tuniu MGD ,; I epresentatave Di Meathi.528 , ,,iu m PER M0gini 6 ssharp Ra. -- --- . J Maximum Daily WRaw .0342 ,g, MGD ,
| |
| Procena Wantawater No. 303 L Describe process and type of wastewater:
| |
| OIL / WATER SEPARATOR HANDLING UNIT #1 TURBINE ROOM FLOOR DRAINAGE
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER CENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month when Mastmum M LTastaofMeasure or raw matanal used) Pmduction Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 16 g g y., 7 365 h yvyr. 12 ,,,,3,,y de m ,
| |
| During which months? ALL MONTHS p -- -- -----
| |
| 5 Laag-Terus Average R Discharge Rate .0576 euniu MGD i; I representative Moothly 1.I52 euniu MG PER MQNIfH LDischar
| |
| - ge Raw
| |
| - ---A Maximum Daily l Discharge Rate .216 , u n,, ED , , , , ,
| |
| 1 l
| |
| 7
| |
| | |
| ER.8WQ.284.10 iRao 13/97 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use theos to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. "Mineellaneous Wastewater" includes various non nrocess discharges from sources such as: (1) blowdown from boilers or cooling water systems:(2) laboratory wastes:(3)" housekeeping" wastewater;(4) seepage from materials, product, waste storage piles;(5) sludge storage / processing operations.
| |
| D. Total Procene. Mineellaneous. Non-Contact Coollan mad haitary Wastawater Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not inelada storm water runaff flows in this en = ==+i- In doing this summation, care must be taken to consider those flows which are expected to occur durms aimilar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any add 3+iaamt era!* nation is nanded with r=-- d to M- s- ==+1aa. nrovide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use UgmLito calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24 hour storm event.
| |
| ~
| |
| Figure 3. Twenty four Hour Duration. Ten Year Freguesey Rainfall Data Coener Imebes Ceemer 1 ashes Ceaney Enehes Adnans 4A A" _'--- 3.9 Aruserons 3.9 Seever 3A BedAmed 4.5 Serks 4.9 Blair 4J Bradford 4J Seek 8.0
| |
| , Buener - 3A Cambris 43 Camesse 4.0 Carbes 4.8 Centre 4.3 Chasser 5.0 Claries 3.7 ClearneM 4.0 Cliases 42 Columbia 4.s Crawford 3.6 Casaberland 4.7 Dauptus 4.8 Delaware 8.0 Blk 3J Ene 3.8 Foreste (1 Forest 3.8 Frankhs 4J Fultes 4.6 Greene 3A Humanades to ladiana 4.0 JeSerees 33 Juniata (8 Lackawanea 4.7 Leasesear 5.0 Lawrease 3.7 tabasse 4.8 Lahish 4.9 Luseres (7 Lyeesuas 4J bisEasa 33 IIsseer 3.7 tilElla 4.4 hiseree 48
| |
| , S2 liamener (S W : :- 4.9 M "
| |
| 4.8 Perry 44 Phaledelptua 5.0 h 4.9 Potter 4.0 Schuylkill 4.7 Seyder 4.8 Somerset 4J Sullives to
| |
| ___ 4.8 Tiess 4.3 Union 4.4 Veenese 3.7 Warree 3.8 Wesluastes 33 j Waree 4.7 Westmoreland 4.0 Wyomang 4.5
| |
| - Immuumuu n u mmusummumusumimanummu rem: US. WeesherBureen TecknanelPaper40.
| |
| -8L-
| |
| | |
| ER.BW3288.10 iRec.12/871 i
| |
| )
| |
| NPDES Number PA 0025615 1 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003 A. Process Wastewater No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater-CONDENSATE BLOWDOWN AND UNCONTAMINATED RIVER WATER '
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM E1.ECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate l OfProduct Month When Maximum Quanuti L~mta of Measure 'or ra w material usedi Production Occurn 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED: )
| |
| (ELECTRIC) ALL MONTHS I
| |
| : 4. Discharge Occurs: 24 g,,f4,y: - days /wk: 2 4,y,,y,; 2 montheryr Dunngwhich months? VARIES; DISCHARGE ONLY OCCURS DURING SHUTDOWN FOR MAINTENANCE p---- - -- -
| |
| Long. Term Averap Discharge Rate .288 ,,,,,, MGD r. Representative Diesharge Rate Meathly288. ,,,,, MG PER M0y,1il
| |
| --.----...J Maximum Daily Ducharge Ra:s *288 tunits MGD >
| |
| Process Wastewater No. N/A 1, Describe process and type of wastewater:
| |
| : 2. Applicable E,PA Emuent Limitation Guideline: 40 CFR .
| |
| Category / Subcategory
| |
| : 3. Representative Monthly Production Rate OfProduct Month When Maximum Quassitr Units of Measure tor raw matarsal uandt Production Occurs
| |
| : 4. Discharge Occurs: hrwday: dayerwk: dayerrr: months /yr During which months?
| |
| p----,
| |
| Long.Terus Average Representative Monthly Discharge Rate tunits r. Diacharge Rate iunits i: g
| |
| --- - J Maximum Daily Discharge Rate t umta >
| |
| 7
| |
| | |
| i . En.8wq. ass to inez 13/sti INSTRUCTIONS FOR COMPLETING FORM IV. SOURCESOF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or missellaaseus wastewater being discharged through the outfall. "Mineellaneous Wastewater" includes 'various nam-arecess discharges from sources such as: (1) b!owdown from botters or cooling water systems:(2) laboratory wastes:(3)" housekeeping" wastewater;(4) seepage from materials product. waste storage piles:(5) sludge storage / processing operations.
| |
| D. Total Pr- Mineellsamous. Non-Contact Cooltan aad knitary Wastewater Based upon the information provided in Question IV, Sections A C, above, determine the summation of these co=hlaad wastewater sources for the outfall. Do not inelad= storm water raaalf flows in this a a = ==
| |
| * 1=
| |
| In doing this sammation, care must be taken to consider those flows which are expected to occur durmg similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any -d'I+i==I ernianation is r " ' with r--- d to *Ma e== --+iaa. nrovide it on an attached ahmat.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plar showing sternwater runoff areas). Use Eigigga to calculate a total volume, la gallons, of stormwater discharged through the outfall from a 10 year,24. hour storm event.
| |
| ~
| |
| Figure 3. Twenty-four Hour Duration, Ten Year Frespuesey Rainfall Data gummmmmmmmmmmmme mummmm summmm - m-mmu I Conner lashes Comaar Imehoe Cooney Imebes gAdame 4J Ausehoor 3J Armserear 3.9 EBeever 3.8 Bedderd 4.8 Berks 4.9 E Blair L3 Brodised 4J Bush S.0 E5usler 3.8 Cambris 4.2 Camerse 4.0 ECartes AS Centre L3 Chester 5.0 EClanes 3.7 Clearneid 4.0 Cliases 43 EColushis 4.8 Crawford 3.8 Canberland 4.7 E Deuphin ' 4.8 Delaware 5.0 Elk 3J EEne 3.6 Fayette 4.1 Forest 3.8 Erranklia 4J Futtes 4.8 Geesee 3J EHuseinsdes 4.8 ladians 4.0 JeSermes 3J EJumasta L8 taekawaans 4.7 taasessor 5.0 Etawrease 3.7 tahames 4.8 tahish 4.9 ELumerne L7 Lyseaung 4.3 McKena 3.9 Eldesear 3.7 Midlia 4.4 Meesee 48 m- -; 8.0 Measser 4.A N'-- - - - 4.9 h 4.4 Perry 4.8 Phaledelphis 5.0 EDhe 4J Peteer 4.0 Schuylkill 4.7 ESurder 4.8 Somerset 4J Sunivan L4 E" _ --
| |
| 4.8 Tiess 4.2 Unies 4.4 EVeneage 3.7 Warree 3.8 Weehiestem 3J EWerae 4.7 Weetaneroload 4.0 Wyeaung 4.8 h mMm. - m m -
| |
| Aspervees: UJ. WeesherSareem TechaseelPaper40.
| |
| -8L-
| |
| | |
| ER.BWQ-388.10 'Rev 12.@
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER FOR OUTFALL 003 B. #203 - UNIT #1 SEWAGE TREATMENT PLANT
| |
| : 1. Source (s): UNIT #1 STATION SANITARY FACILITIES
| |
| : 2. Discharge Occurs 12 3,,,4,y; 7 dayet=k; 365 4ey,ry,: 12 ,,,t3,,y, ALL MONTHS Dunns which monthe?
| |
| p., . , - -
| |
| 5 14ng. Term Average Discharse Rate
| |
| *023 imu MGD MG PER M0p'3H 4
| |
| D*hjs',,R*88 "**'hD . ,,,,_,,J
| |
| ,,, , , , , , , , , , , , , , 3 4 5 {mts .
| |
| Maximusa Daily
| |
| *027~ iumte MGD i Discharse Rate C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs. hramar: dayerwk: dayetyr: -- "5 During which monthe?
| |
| * r., ----- -
| |
| 5 laag Term Average Representative Meathly Discharge Rate tuants i; Diesharge Rate tuntee e. g
| |
| --- . -- a Mammuss Daily Discharge Rate funite i D. Total Process. Miscellaneous Non. Contact Coolina and Sanitary Wastewater (not stormwater)
| |
| INTAKE CLARIFIER. SETTLING BASIN, UNIT F1 TURBINE BUILDING OIL / WATER
| |
| : 1. ' Source (s): SEPARATOR EFFLUENT, UNIT #1 SEWAGE TREATMENT PLANT, AND OCCASIONAL CONDENSATE BLOWDOWN / RIVER WATER DRAINAGE.
| |
| 2.- Discharge Occurs: 24 hromer: 7 darmerk: Edayetyr: Amonthatyr Dunag whish @f ALL MONTHS
| |
| -"''"'-'''-----''----"''---9 r=Representauve Moothly tang Term Average Diesharge Rate .103 s unita MGD r. Discharge Rate 1.53 tuaits MG PER M0(dH
| |
| --J l Manhaam Daily ObsehargeRate .57 iunits MGD i E. Starmwater Rtanas (See lastructions) 10 Year 10.yr. 24.hr. Drainage Area 24hr8 J
| |
| , - t- Eine gjugg Ceaveauan Fassar V h Qulg
| |
| ~4.R" K 55.700 rt 1 0.823 = 131,864 Gallone K Ydt X 5.61 = Gallons K Acree K 27.1521 = Gallons 8
| |
| | |
| b ER 80Q488.10l Rev 119D u
| |
| INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY GeneralInstructie'as below). This workshaet is to be submitted with the comnleted annli .
| |
| the wastewater being discharged or expected to be dis s question must therefore be representative ofnormal plant operations, with all pro wastewater in normal operation, and with a properly operating treatment facility provided) which is not experiencing " upset" conditions. s (where t Normally, only samples results from the past year should be reported; howev recently may be used provided that: (11 all data quality requirements are met:(
| |
| than then (3) years before application submittal: and (3) all data are representativ arge.
| |
| Feeters which can result in untenresentative data include significant changes in p materials, manufacturing processes or final products, and wastewater treatment processes.
| |
| : 1. ReportingEffluentQuality u
| |
| Information on effluent q' ality is to be developed and presented in Questien V fo u
| |
| outfall and to submit the results of the analysis for the ot particularly drainage areal. applicable where more than one outfall discharges Type I stormwater run Blaak --== may be =*" " as netdad for the number ofoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the Ra=all= 1 instructions associated with this application peekage ' Aaalv+i-1 Testia- I k
| |
| Where so indicated on Question V, specify the analytical detection level achieved for associated wastewater matrix. It is in the applicant's interest to achieve a level of de better th=al those listed on Question V. This will minimise the potential for establis these minimum =WM,le detection levels, then an explana .
| |
| Also where so indicated, spseify the EPA mathed number associated with the analy .
| |
| the Analysis of Po!!stants Under the Clean Water Act." method numbers
| |
| : 2. ReportingIntakeWaterQuality inlahg water quality. You are not required to report dat "not" effluent limitations in order to demonstrate compliance with BCT/ BAT .
| |
| o require water or in the blowdown from roeirculating cooling water sy out ==k in**ka ==alisw it is advinkle to h the r=== for doins so with the ===
| |
| 9L.
| |
| | |
| ER aWQ.2ss.to iRev. I247: :
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTR18UT:NG TO OUTFALL NUMBER 004 A. Procean Wastawater No. 004
| |
| : 1. Describe process and type of wastewater-UNIT #1 COOLING TOWER OVERFLOW
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month When Masamum ganggy, t*misof Wasure 'er ra = matenal "' Produsuon Occurs
| |
| '1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 24 h,wday: 7 d.yy.h. 123 dayvyr; 4 -- ng Duringwhich months? JULY THRU OCTOBER, VERY SMALL DISCHARGES MAY OCCUR IN OTHER
| |
| ' MONTHS DURING PUMP SWITCHES.
| |
| P" " - "1 (JULY - ~ Lons Term Average
| |
| "' g R
| |
| epresostaave Menshir "g OCTOBER) D"***'8'E8'8
| |
| * L j . *, _ [*"'" - _ ,, *,J Masunum Daily Discharge Rate 7*7 ins MGD ,
| |
| ProcessWastewater No. N/A
| |
| : 1. Describe process and type of wastewater:
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. Representative Monthly Production Rate OfPredest Monut When Maximum M Unaan af Mansure (or emir inatanal usadi Produsuon Occurs 1
| |
| : 4. Discharge Occurs: hewday; .darwwk; daywyr: montharyr i During which months?
| |
| p.--- - . ------- ,
| |
| tane.Ters Average Representathe Monthly Ducharge Rau tuniu P, Ducharge Rau tunite rg
| |
| . ---- . .J Mammum Daily Discharge Rau s uniu i l -I*
| |
| | |
| j
| |
| ' ER.8WQd84.10 ) Rae. itl* 6 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (condnued)
| |
| B & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or maseellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater" includes vanous non nrocess discharges from sources such as: (1) blowdown from boilers or cooling water systems; (2) laboratory wastes; (3) " housekeeping" wastewater; (4) seepage from materials, product, waste storage piles:(5) sludge storage / processing operations.
| |
| D. Total Praaan= Mineellanaous. Non-Contact Coollan and haitary Wastawater 4 l
| |
| Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not inel'=da storm water runoff flows in this si'= = ad - la doing this summation, care must be taken to consider those flows which are expected to occur dunng similar time frames. For example, while NCCW and sanitary wastewater discharges may 3
| |
| occur routinely, certain miscellaneous wastewaters may be discharged only at cer*ain times of the week, month, or year. If any =dd1+4aa=1 emnimaation in Wad with d to eki= v====*W. nrovide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Egnggl to calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| Figure 3. Twenty four Hour Durados, Ten Year Frequency Rainfall Data Ceener Imehes Ceemer Imehoe Ceemer taches Adame 4J A " _" - 3.9 Aneserear 3.9 Beever 3.8 Bedtwd 4.8 Berhe 4.9 Blair 4J BradAwd 4J Busk 8.0 Butler ' 3.8 Cambria 4.2 Camassa 4.0 Carbes 4.8 Centre 4.3 Chesser 5.0 Claries 3.7 ClearReid 4.0 Cliseen 4.2 ,
| |
| Colusabia 4.8 Crawford - 3.8 Canberland 4.7 f Deustia 4.8 Delaware ' 8.0 Ek 3.9 l
| |
| Erie - 3.8 Fayetta 4.1 Forest 3.8 Freaklia 4J Futten 4.8 Greene 3J Humanandes 4A Indiana 4.0 Jeewese 33 Junista 4J Leekawanas 4.7 Lammesser 5.0 14weense 3.7 tahamse 4.8 Lehigh 4.9 l Luseree 4.7 Lyeomaag 4.3 bleKees 3.9 blessur 3.7 Midlia 4.4 Meeree 4.5
| |
| _ , BJ liesseur 4.8 Northemssen 4.9 D '"
| |
| 4.8 Perry 4.8 Phaledelshis 5.0 Pts 4.9 Peteer 4.0 Schuylkill 4.7 Sesder 4.8 Senerest 4.3 Sullivan 4.4 E- --
| |
| 4.8 Tions 4.2 Unies 4.4 Vesaase 3.7 Warree 3.3 - Washaastes 3.9 Wayne 4.7 Westmoreload 4.0 Wyomang 4.5
| |
| - muusuuunnunummung manusuum Referenne: US. WeesherBoreau Tecknaaederer40.
| |
| -BL-
| |
| | |
| : ER SCQ 388.10 'Rev 12.i17-p NPDES Number PA 0025615 p
| |
| ' IV. SOURCES OF WASTEWATER FOR OUTFALL 00' B, N/A )
| |
| : 1. Soures(s):
| |
| : 2. Discharge Occurs hrs < day; days /wk: dayityr; months /yr During which months?
| |
| p.- 3 Long. Term Average Representative Monthly Duchwp Rau iumu i; g Ducharge Rau g
| |
| : g. _ . _ _ _ _ _ _ inmu_____g ,
| |
| ,.. Masimusa Daily Discharge Rate t umts C.' N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs- hreday: dayetwtc dayesyr: -"__,.
| |
| During which months? -
| |
| p.- - ---
| |
| -.5 lang.Terna Average Repressacative Monthly Discharge Rate tuosts 1: Diesharge Rate tunits e, ! .
| |
| ---------a Masamuss Daily Discharge Rate (units :
| |
| D. Total Praa==. MI=aallanaaus Non-Contact Coolina and haitarv Wa=*=w=*=- (not stormwater)
| |
| : 1. Source (s): UNIT #1 COOLING TOWER OVERFLOW
| |
| : 2. Discharge Occurs: 24 hreesy: 7 darstwk: 123 4,,,,y,; 4 montheryr g JULY THRU OCTOBER; VERY SMALL DISCHARGES MAY OCCUR IN OTHER MONTHS' DURING PUMP SWITCHES
| |
| : p. - .-
| |
| !ang. Term Average 5
| |
| Repressatative Monthly Dissharge Rate 2.8 tuniu MCD r. Discharge Rate 2.8 du MCD _ .,,g
| |
| ----J Mashmen Daily Olssharge Rate _ 7
| |
| * 7 eumts MGD ,
| |
| E. Stormwater Runas (See instructions) N/A
| |
| : 10. Year 10 yr.24.hr. Draiange Ano 24 hrad Mana caevemmanresier Y.aluma M K Ft* K 0.423 = Gallons K Yd8 K 5.61 = Gallons K Acres K 27,1521 = Callons 8
| |
| | |
| ER.BOQ488.10 Rev 12/s7s o INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY i
| |
| ceneralInstructie'es below). This wortrahmet is to be submitted with the connalated j
| |
| 1 the wastewater being discharged or expected to be disf question must therefore be representative efnermal plant operations, with all pro l wastewater in normal operation, and with a properly operating treatment facility (where provided) which is not experiencing " upset" conditions. ,
| |
| Normally, only samples results from the past year should be reported; howeveri recently may be used provided that: (1) all data quality requirements are met:(2 i than three (3) years before application submittal; and (3) all dats are representative c arge.
| |
| Factors which can result in unrepresentative data include significant changes in pro materials, manufacturing processes or final products, and wastewater treatment processes
| |
| : 1. Reporting Effluent Quality Information on eEluent quality is to be developed and presented in Question V fo outfall and to submit the results of the analysis for the ot particularlyap dramage area).plicable Blanir ==== where more than one outfall discharges Type i stormwater runoEfrom may be =5="
| |
| " as = ' ' for the number ofoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the Ra=alla- =~8 Aa=
| |
| Instructions associated with this application peekage.
| |
| Where so indicated on Question V, specify the analytical detection level achieved for associated wastewater matrix. It is in the applicant's interest to achieve a level o better th=ai those listed on Question V. This will minimise the potential for establis emuont limits and/or monitoring requirements in the Final NPDES permit. If the ap these minimum seceptable detection levela, then an explanation must accompany the a .
| |
| Also where so indicated, specify the EPA mothed number associated with the ana the Aralysis cf Pollutants Under the Clean Water Act." method numbers
| |
| : 2. ReportingIntakeWaterQuauty
| |
| [alaka water quality. You are not required to report da
| |
| " net"eEluent limitations in order to demonstrate compliance with BCT/ BAT .
| |
| so requi water or in the blowdown from roeirculating cooling water sy out ==h intalr= ===allan it is advi==kle to dimas the rea b = for doins no with the annasGta Rerional i
| |
| 9L.
| |
| | |
| J
| |
| ; l ER.8WQ-288.10 *Rev.12/871 NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 006 A. Process Wastawater No. 006
| |
| : 1. Describe process and type of wastewater-AUXILIARY INTAKE SCREEN BACKWASH
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category' Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate of Produc' Month When Mastmum Quanuty k*ryta of Wasure 'or raw matenal M1 Production Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: .5 hr eday: -
| |
| dayisk: 12 day , 12 mensheryr During which months? ALL MONTHS p .- .
| |
| 5 tang-Term Average R Discharge Rate .036 iunita MCD r, I epresentauve Meathly .001 eunits 3 PER M0gr1H I L Di scharge
| |
| . Rate - - -J Maximum Daily Discharge Rate 11 tunita MGD ,
| |
| Process Wastewater No. N/A
| |
| : 1. Describe process and type of wastewater:
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. Representative Monthly Production Rate OfProduct Month When Maximum h llasta of Measure aor raw matanal used) @ ton Oceurs
| |
| : 4. Discharge Occurs: hr day: dayerwk: dayetyr: monthatyr During which months?
| |
| y, Imag-Term Average Representative Meathly g Discharge Rate t unita g Discharge Rate : units i P.
| |
| 6.,-:J Maximum Daily Discharge Rate i units i 7
| |
| | |
| _ , - - - - , - - . - - , . - - - - - - - - - - - - - . , - - - - - - - - - - - - - - - - - = , - - - - - - - . .
| |
| - ER.8WQ.284.10 tRev.13/87:
| |
| INSTRUCTIONS FOR COMPLETING FORM
| |
| 'IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & CL Use these to indiente the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or missellaaseus wastewater being discharged through the outfall. " Miscellaneous Wastewater" includes vaneus nan orocess discharges from sources such as: (1) blowdown from boilers or cooling water systems; (2) laboratory wastes: (3) " housekeeping" wastewater; (4) seepage from materials, product, wasta storage piles;(5) sludge storage / processing operations.
| |
| D. Total Praa=== Mineallaneous. Non-Contact Coollne =ad Sanitary Wastawater Based upon the information provided in Question IV. Sections A C. above, determine the summation of
| |
| ' these combined wastewater soures for the outfall. Do not inelad- starm water ruaaff flows in this n a == =a- h In doing this summation, care must be taken to consider those flows which are expected to occur dunag similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. IfAny additional manlanatterua.nanded.with rasardis Gs summatianarnyide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Dgigalto calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24 hour storm event.
| |
| Figure 3. Twenty four Hour Duration. Tea Year Frequency Rainfall Data l Ceumer Imotes Caumer Imehoe Ceemer Emehos EAdame 4J Alleghesy 3.9 Arguareer 3.9
| |
| . E Beever 3.8 Bodened 4.5 Berks 4.9 E Blair 4J Bradford 4J Beek 5.0 E Butler 3.8 Camhna 4J Co-eren 4.0 ECartes 4J Centre 4J Chasear 5.0 EClaries 3.7 Clearfield 4.0 Cliness 4J
| |
| [ Columbia 4.8 Crawford 3.4 Cumberlead 4.7 E Dauphia 4.8 Delaware - 5.0 Elk 3.9 EEne 3.8 Fayette 4.1 Foress 3.8 E Franklia 4J Futssa 4.6 Greene 3J EHuseimates 4J tediana 4.0 JeSeress 3.9 EJuanass 4.5 tackawanna 4.7 Lamenener 5.0 E Lawrease 3.7 tabames 4.8 tahish 4.9 ELuserne 4.7 Lyeomana 42 McKees 3.9 ERIssear 3.7 MIElin 4.4 Meerse 4.8 E" Montour 7 5.0 4.8 i r' .-- 4.9 tr '" -
| |
| 4.8 Perry 4J Phaledelptua 5.0 E9hs 4.9 Poster 4.0 Schuylkill 4.7 ESender 4J Somerset 4.3 Suitives 4.4 EE_ ---
| |
| 4.8 Tiess 4.2 Unies 4.4 EVanesso 3.7 Warrom 3.8 Washiasses 3.9
| |
| [Werne 4.7 Westmore&ead 4.0 Wyesiang 4.8 LIEbe=mmmmm um&L- .S.weesherBereen - -mem-mesmemum TechnnemtPaper40.
| |
| Rennemen: U
| |
| -8L-
| |
| | |
| ER.BwQ 288.10 'Rev l'.9's NPDES Number PA 0025615 IV. SOURCE 5 0F WASTEWATER FOR OUTFALL 006 B. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hrwdey; d.yarwin deri<yr: monthatyr During which months?
| |
| p- . .
| |
| 5 3 14ar Toria Average Representauve Monthly !
| |
| g t ' - p Rate , iumta r. Dacharge Rate. tumta c ,
| |
| == .m. .mmE ;
| |
| Masianum Daily Discharge Rate s unsts C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs- hrwday: dereMu derwye: meathwyr During which montha? -
| |
| g .,5 tams-Term Average Representative Moothly g
| |
| Diesharge Rate tunits t Dissharge Rate tunits P.
| |
| -- - .m. 4 Ma m ug Daaly Discharge Rate (units i D. Total Process. Mlacellaneous Non-Contact Coolina. and Sanitary Wastawater (not stormwater)
| |
| : 1. Source (s): -AUXILIARY INTAKE SCREEN BACKWASH
| |
| : 2. Discharge Occurs: i5 hsWday: -
| |
| dayeMc 12 darwyr: 12 monthsa yr W which g 'ALL MONTHS p --5 Long-Term Average Representauve Meathly Dissharge Rees .036 iuniu MCD t Dimharge Rate .001 tuniuMG PER M04,TI.,
| |
| . -- .J Mashman Daily Disserge Rose 1*1 inmu MGD ,
| |
| E. Starmwater Runas (Saa instructions) N/A 10 Year 10 yr.24 br. Dranaage Asen 24 hr 8
| |
| * Manafall(inshans *= V,gg Converanen Fameer y,abing M K Ft* K 0.823 = Gallons K Yd5 K 161 = Gallons K Acree K 27.1521 = Callons 8
| |
| )
| |
| | |
| ER BCQ 288.10 Rev.12.17s -
| |
| INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY GeneralInstruenio'as below). This workah==t in to be submitted with the corantated aanti The purpose of Question V is to develop as clear a picture as possible concer the wastewater being discharged or expoeted to be discharged. Information gathe question must therefore be representative efnermal plant operations, with all pro wastewater in normal operation, and with a properly operating treatment facility (where tre provided) which is not experiencing " upset"eenditions.
| |
| Normally, only samples results from the past year should be reported; howe recently may be used provided that: (1) all data quality requirements are met:(
| |
| than three (3) years before application submittal: and (3) all data are representativ sc arge.
| |
| Facters which can result in untenrenantative data include significant changes in pr l materials, manufacturing processes or final products, and wastewater treatment processes ,
| |
| : 1.
| |
| * g:r.hg Effluent Quality Informatir,n on effluent quality is to be developed and presented in Question V outfall and to submit the results of the analysis for the ot particularly ap i
| |
| drainage area).plicable Blaak where may more than one outfall discharges Type I stormwater runedf f be ="-
| |
| '" as r " ' for the number efoutfa!!s to be described.
| |
| The l,
| |
| . actual
| |
| < . sampling events and analytical work must comply with the E==al3=- =a Aa=1 associated with this application package.
| |
| Where so indicated on Question V, spoeify the analytical detection level achieved fo assoesated wastewater matrix. It is in the -- "-t's interest to achieve a levelofdetec battar than) those listed on Question V. This will minimise the potantial for establis these minimum acceptable detection levels, then an expl .
| |
| Alee where so indicated, specify the EPA matbed number asseelated with the ana the Analysis of Pountants Under the Clean Water Act."mothed numbersq t l
| |
| : 2. ReperdagIntakeWasseenessy inscha water quality. You are not regered to report da
| |
| " net" effluent limitations in order to demonstrate compliance with BCT/ BAT .
| |
| requirements ou may also water er in the blowdown from roeirculating cooling water sy
| |
| . Rafaae carrvina out M in+=ha ma=='lan it is advi==kle to ^ -- the n-- for daia= en wie the
| |
| -9L.
| |
| | |
| ._.y.__ . . - _ _ _ _ _ _ _ . _ _ _ _ . . - _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ . _ _ _ _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ _
| |
| i i
| |
| ER-BWQ-294.10 Rea,12/978
| |
| [-
| |
| L j
| |
| NPDES Number PA 0025615
| |
| . IV.) SOURCES OF WASTEWATER CONTRIBUT:NG TO OUTFALL NUMBER 007 A. Process Wastawater No. 007
| |
| : 1. Describe process and type of wastewater-AUXILIARY INTAKE SYSTEM TESTING WATER
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate ofProduct Month When Massenum 9analgg t' nata af Measure 'or enw maiarmi usadi Prodununa Oscurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: .5 g,,4 7:
| |
| g y ,,,g. 12 4,,, 12 During which months? ALL MONTHS y.--------------- 5 14ng-Torse Average Repressanssive Meeshly Disonerse Raw 9 tunig MGD r. Desharge Rees .02 ,,,,a MG PER MQNtH
| |
| --------------- J 9
| |
| Man =ma Daily Ducharge Race 2.7 ,,,gg MGD ,
| |
| Process Wastawater No. UNNUMBERED
| |
| : 1. Describe process and type of' wastewater:
| |
| PERIODIC DISCHARGE FROM UNIT #2 REACTOR PLANT RIVER WATER SYSTEM
| |
| : 2. Applicable E,PA Effluent Limitatier. Guideline. 40 CFR 423 Category / Subcategory ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProdust Month When Masamum M UnnaefMansurs ser raw namaanal mand) Producuan Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 24 hewday: 7 dayerwk: 30 daywyr: 1 monthwyr Duringwhichmonths? MAINTENANCE OUTAGES REQUIRING USE OF THIS FLOW PATH ARE ONLY EXPECTED ONCE EVERY TEN YEARS.
| |
| tang Tersa Average P"Represensache Meeshly "9 Discharge Rate 9.1 tunig MCD r. Daebarge Rees 9I t uniu MGD i. g
| |
| --------------- J Matunum Dealy Discharge Rau 9.6 ,,,,, MGD ,
| |
| 7
| |
| | |
| ER.BWQ.888.10 iRev.12/Sh INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF BASTEWATER FOR OUTFALL (condnued)
| |
| B & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater" includes various non-orocess disenarges from sources such as: (1) blowdown from boilers or cooling water systems:(2) laboratory wastes:(3)" housekeeping" wasterater;(4) seepage from materials. product waste storage piles:(5) sludge storage / processing operations.
| |
| D. Total Procene. Miscellaneous. Non. Contact @ lina _ and Sanitary W$e stewater Ba.d upon the info mation provided in Question IV, Sections A-C, su. dwrmine the summation of these combined wastewater sources for the outfall. Do not inelad- storm water runnfTilows in this
| |
| .... 2 In doing this summation, care must be taken to consider those flows which are expected to occur dermg similar time frames For example, while NCCW and sanitary wastewater discharges may
| |
| 'xrur routinely, certain misceitaneous wastewaters may be discharged only at certain times of the week, month,or year. If any *dditional exntanation is needed with med to this summation. nrovide it on an a'tashed shant.
| |
| E. Stormwater Runoff tusswer this item based on the information presented in response to Question I, Section J (site plan showir.g stormwater runoff areas). Use Eisutolto calculate a total volume, in gellons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| Figure 3. Twenty.four Hour Duradon. Ten Year Frequency Rainfall Data ~I county taehes Commer taches ceumsy Inches Adame 4A Aussheer 33 Armstreet 39 Beever 3.8 Bedford 4.5 Berke (9 Blair 4J Bradford 4.2 Beek 5.0 BuJer 3.8 Cambria 4.2 Cameree 4.0 Carboa (8 Centre 4.3 Chester 5.0 Clanea 3.7 ClearReid 4.0 Cliaase 4.2 Columbia 4.8 Crawford ,3.8 Cumberland 4.7 Deuchia 4.8 Delaware 5.0 Elk 3.9 Ene 3.8 Fayetse 4.1 Forest 3A Franklia 4J Fulton 44 Greene 33 Hame=sdam OS tadians 4.0 Jedbres,a 3J Juanssa 4.8 tackawaame 4.7 tamensier 5.0 l Lawrease 3.7 tabames 4.8 tahist 4S Laserne (7 Lyeomuns (3 McKena 3J Idesear 3.7 linNIlm 4.4 Meerse 4.8 33r; ^_ _ 7 5A Meeeeer 4.8 Northampies 4.9 i ^ " - -lad 4.8 , Perry 44 Ptuledelphis 5.0 FBio ,
| |
| 43 U 7 otter to Schuylkill 47 anyder 43 Somerest 42 Sullivan to
| |
| " '^--- 4.5 Tiona 4.2 Uniae 4.4 Veamass 3.7 Warree 3A Westuastes 3.9 Wayne 4.7 Weeunereland 4.0 Wyoaung LS York 4.s I
| |
| | |
| ==Reference:==
| |
| US. Westher Bsteau Tecknaast Paper 40.
| |
| -BL-
| |
| | |
| ER.Br/Q.iS8.10 Rev 109*.
| |
| , NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER FOR OUTFALL 007 B. N/A
| |
| : 1. Souree(s):
| |
| : 2. Discharge Occurs- wrw4.y: day./wk: 4.y.tyr: month.fyr During which months?
| |
| : g. - - g lang. Teem Average Representatha Monthly g M.J Manimusa Daily Discharge Rate suruta i C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs: hewday: dayWwk: daywyr: _ f __ , .
| |
| During which inonths? -
| |
| p.-- -- - - --
| |
| 5 tang. Term Average Repressatative Moothly g Discherge ante cuaita = thashneveasee tuaite n
| |
| --- ----- --- J Maximma Daily Discharge Rate (units s l D. Total Pr-*=. hallaneous Non t'aatmet Cooline. and haitary Wa=+=watar (not stormwater)
| |
| : 1. Source (s): AUXILIARY INTAKE SYSTEM TESTING WATER AND PERIODIC DISCHARGE FROM UNIT.#2 REACTOR PLANT RIVER WATER SYSTEM.
| |
| , 2. Discharge Occurs: A.hrsear: - dayswt: 12 darwyr: 12 -- t7
| |
| }. Wwhisk@f ALL MONTHS Long. Term Average Repressosauve Menchly Dieshargeasse 0.9 < units MGD n Discharge Rate .02 tuaiu MG PER MQpiH
| |
| --- - .,.J unehmen rainy DenshargeAnts 12*3 tumu MGD ,
| |
| E. Starmwater Ruasif (See Instructiaca) N/A j . 10. Year 10.fr. 24.hr. Desiange Asse 24.hr *=
| |
| *= Unila Canverman Fassar y,ldung M K Ft* I 0.823 = Gallons K Ydt X 5.61 = Gallons K Acres K 27.1521 = Gallons 8
| |
| | |
| b
| |
| ]
| |
| 1
| |
| ' ER 80Q.288.10 L Aev 12.971
| |
| {
| |
| INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY L Generalinstruedens All Dischargers are to follow these instructions and comniate the workaF i'
| |
| below). This wortrahaat is to be submitted with the comniated naalientian
| |
| *===M on- r 9 h(see instruction 3 the wastewater being discharged or expected to be dis L
| |
| question must therefore be representative of normal plant operations, swith all pro wastewater in normal operation, and with a properly operating treatment facility provided) which is not experiencing " upset" conditions. s (where Normally, only samples results from the post year should be reported; how recently may be used provided that: (1) all data quality requirements are met I than three (3) years before application submittal: and (3) all data are represent arge.
| |
| Factors which can result in untenresentative data include signdleant changes in materials, manufacturing processes or final products, and wastewater treatment prs ===== ,
| |
| : 1. "g-1.-g Effluent Quality Information on emuent quality is to be developed and presented in Question V two er more substantially identical outfalls, you may request permission toe sample a outfall and particularly ap to submit the results of the analysis for the other substantially ident drainage area).plicable where
| |
| - B1=ak --- may be =Fmore e than one outfall discharges Type I stormwater runoffr
| |
| " as r ' ' for the numbinfoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the Ra =='i== -" A=
| |
| Instructions associated with this appileation peekage.
| |
| Where s) indicated on Question V, speedy the analytical detection level achieved asseemtad wastewater matrix. It is in the appliennt's interest to achieve a level o battar than) those listed on Question V. This wi11 minimise the potential for est effluent limits and/or monitoring require monts in the Finr2 NPDES permit, if the ;
| |
| . these minimum acceptable detection levels, then an explanation must aseospany i t f
| |
| Also where so indicated, specify the EPA matbed number associated with the a the Analysisnumbers mothed of Podulants areUndersentained inAct."
| |
| EPA regulations 40 CFR 136," Guidelines Es the Clean Water
| |
| : 2. RepersingIstakeWassegaansy iggaka water quality, You are not required to report d
| |
| " net" effluent limitations in order te demonstrate compliance with BCT/ BAT requirements. You may also )
| |
| water er in the blowdown from roeirculating coolingnnwater oct =b in*=ha =====lla- it is adviaakte to ",as the r== .
| |
| o ng b m for datan so with the == -7..Jata Rerional 9L-
| |
| | |
| ER 8WQ.288.10 Rev.12/871 NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT NG TO OUTFALL NUMBER 008 A. Process Wastewater No. 008
| |
| : 1. Describe process and type of wastewater-UNIT #1 COOLING TOWER PUMPHOUSE DRAINS
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate GTProduct Month When Mastmum QuanutY limigpfMeasure 'or caw matenal used) Production O em 1704 MEGAWATTS "LECTRIC POWER PLANT BASL LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: .25 h,,t4.y: 1 4 y,r g. 52 s g, 12 montheryr During which months? ALL MONTHS ,
| |
| p-- - --- --
| |
| 5 Long. Term Average R Discharge Rate .001 lumsta MCD r, I eptseestauveD Weathly
| |
| .001 gunitag PER M0y1%I L.issharge Rate --.J Marunum Daily Discharge Rate .001 tuaits MGD ,
| |
| Process Wastawater No. N/A
| |
| : 1. Describe process and type of wastewater:
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. Representative Monthly Production Rat, OfPrp6mt Month When Maximum Quanskt liggggMgang3 <or raw matieral used) Production Oecurs
| |
| : 4. Discharge Occurs: _ hrneday: dayeart: dayeryr: monthatyr During which months?
| |
| p ,- -- ,
| |
| Long Term Ave, rage Repeseentative Monthly y Discharge Rate tunita P, Discharge Rate tunits t:
| |
| .J Mazimum Daily Discharge Rate t unita >
| |
| 7
| |
| | |
| ' ER.BWQ.288.10 iRev.1117 INSTRUCTIONS FOR COMPLETING FORM IV. ' SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| - 8 & C. L*se theos to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or misovilaneous wastewater being discharged through the outfall. "Mineellaneous Wastewater"
| |
| . includes varteus nan-orocess discharges from sou.cos such as: (1) blowdown from boilers or cooling water systems; (2) laboratory wastes; (3) " housekeeping" wastewater; (4) seepage from materials, product, waste !
| |
| st irage pileo;(5) sludge storage / processing operations.
| |
| . D. . Total Process. Mineallanaeus. Non-Contact Coollan and Sanitary Wastewater Based upon the information provided in Question IV. Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not inelada storm water runoff flows in this a n = == Ma=
| |
| In doing this summation, care must be taken to consider those flows which are expected to !
| |
| occur durms similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any -dditlaa=1 ==alanatian is r ' ' with M ta thia sn===+iaa nrovide it on an attached stunt.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Usualto calculate a total volume, in gallots, of stormwater discharged through the outfall from a 10 year,24-hour storm event. 1
| |
| ~
| |
| Figure 3. Twenty four Hour Duraties Ten Year Frequency Rainfall Data commer snehme commer 1 shes conser taehes Adasse 4J Aussheer 3.9 Aresserees 3.9 seever 3.8 sedseed 4.8 seres (9 star 4J sendowd 4.s seek 8.0 sudor 3.8 Cambass 4J Cameron 4.0 Cartes 4.8 Centre 4.3 Chasear 8.0 Clanea 3.7 Clearnend 40 Cheess 4.2 Columbia 4.8 Crawised 3.8 Cumberland 4.7 Dauphia 4J Delaware 8.0 ER 3.9 Ene' 3.8 Paretse 4.1 Foress 3.8 Lrsakun 4J Futees 4.8 Geeses 3J Lume}4ssee 4J Indiana 4.0 Jahrees J.9 Juaistu 4J !ackawaans 4.7 Laaseeser 5.0 1.ewrease 3.7 tabaast 4.8 tahish 4.9
| |
| ,Luseres L7 Lyoneuas 4J REsKena 3.9 Idesear 3.7 tilEHa '
| |
| 44 Meeree 48
| |
| ' ^ _7 8J tieneser 4J %" - -- ^ - 19 'E
| |
| "_" 4.8 Perry 4.8 Phdadelphaa 54 phe 4.9 Potter 4.0 Schuylkill 4.7 Sander 4J Somerest L3 Sidlivan 4.4 E ' --- 4J Tiess 4.2 Unies 4.4 Vesames h Warree 3.8 Weehaasses 3.9 Wayas 07 Wesemeroised 4.0 Wyomans 4.8 Yark 4.s Referemen: US. neasher 8oreau Techaneet l*eper 40.
| |
| l' 1
| |
| 8L-
| |
| | |
| . ER-8WQ 288.10 iRev 119"'
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER FOR OUTFALL 008
| |
| .B. N/A
| |
| : 1. Sourcets):
| |
| : 2. Discharge Occurs acwaay: dayer k: 4.y.<ye: month.fyr Durmg which inooths?
| |
| y., - - -
| |
| 5 lang.'erm Average Representative Monthly g
| |
| D ue* w Rate iunita P. Dacharge Rate tunits s
| |
| -- - - J Maximum Dolly Discharge Rate t unats i C. Nia
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs: hrwd.y: daremrk: darwyr: --
| |
| '7 During which months? -
| |
| y-.3 lang Term Average Represostative Moothly Diesharge Rate iunits P. Diesharge Rate teatte v. g
| |
| - - ----- ---- J Maaunuma Daily Discharge Rate funits a
| |
| . D. Total Process. Miscellaneous Non-Contact Coolina. and haitary Wa=+=w=*-- (not stormwater)
| |
| : 1. Source (s): UNIT #1 COOLING TOWER PUMPHOUSE DRAINS
| |
| : 2. Discharge Occurs: .25 h,wday: 1 day 8,h: 52 d.yyy,,. 12 monthwyr ALL MONTHS whiskQ Laag-Tore Avocage r-- . . -- . ,
| |
| .001 Representauve Monthly 001 Dienharge Rate _ iunita MGD r. g Discharge Rate
| |
| * tu MGPERMOk31 j- u - - - - - - - - - nits----- a M *001 Olmsharge Rate iunits , MGD i E. Stormwater Runst (See lastrue&!vA 10 Year 10 yr.24 hr. Desiange Area 24.hr"" "
| |
| Raaafalltinshant ha h Canverman Faster Y.shiet M 3.8 K 5000 rts K 0.823 . 11,837 c.n K Yd8 K 5.61 = Gallons X Acres X 27.1521 = Gallons
| |
| .g.
| |
| | |
| ER BCQ488.10 Rev 12/87)
| |
| INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY GeneralInservedo'as below). This worksh==t in to be submitted withr 9.hthe (seecomnletna instruction 3 an The purpose of Question V is to develop as clear a picture as possible concer the wastewater being discharged or expoeted to be discharged information gathe question must therefore be representative ofnormal plant operations, with all proc wastewater in normal operation, and with yroperly operating treatment facility (where provided) which is not experiencing " upset" conditions. s treat Normally, only samples results from the past year should be reported;lowever than three (3) years before application submittal; and Farters which can result in untenresentative data include steam ~at changes in pr .
| |
| materials, manufacturing procesess or final prod sts, and wastewater treatment processes.
| |
| 1.' *:;: 1 EffluentQuality 3
| |
| information on effluent quality is to be developed and presented in Question V far outfall and to submit the results of the analysis for the oth particularly applicable where more than one outfall dischar drainage area). ' Bl=ak --- may be =E~' as = '"ges Type I stormwater runofffrom the same for the number ofoutfalls to be described.
| |
| The actual Instructions sampling associated events with this application and analytical work nuit comply with the Ma=a13 peekage.
| |
| Where so indicated on Question V, specify the analytical detection level actieved for t associated wastewater instrix. It is in the applicant's interest to achieve a level of better than) those listed on Question V. This will ininimise the potential for establis effluent limits and/or monitoring requirements in the Final NPDES permit. If the app these minimum =~--'d,le detection levels, then an explanation must accompany the a .
| |
| Also where no indicated, specify the EPA mathed number associated with the analy .
| |
| the Analysis of Pollutants Under the Clean Water Act."mothed numbers a
| |
| : 2. n:;:igIstakeWaterQuauty Although Questisa V is designed primarily for reporting gEgggg data, it may aise intaka water quality. You are not required to report data on intake water quality g or unles
| |
| " net"ofluent limitations in order to demonstrate compliance with BCTIBAT requi water er in the blowdown from roeirculating cooling water s out --k in*ak- an==31a= it is adyhakte to M=i== the r==
| |
| b = for daia-so with the ar--dta Rarions!
| |
| 9L-I L_ _- - - - - - - - - - - - - - - - - - - - -
| |
| | |
| ER 8WQ.288.10 <Rnv.12/87:
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT:NG TO OUTFALL NUMBER 010 A. Process Wastewater No. 010
| |
| : 1. Describe process and type of wastewater-ONCE - THRU COOLING WATER FROM UNIT #2 HEAT EXCHANUERS
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIG POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate Of Product Month When Mastmum Quanuty Uruts o(Wasure 'or ra w material uned) Production Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 24 hrs / day: 7 day w k. 365 daye arr.- 12 montheryr During which months? ALL MONTHS y -- ---
| |
| 5 tong-Tenn Average R 12 I tuniu MCD r, I epresentattre Monthly 12 1 funits _MGD i. I Discharge Rate L.Discharp Rate--J ,
| |
| Maximum Daily Discharge Rate 57.6 , ,,;g MGD ,
| |
| Process Wastewater No. N/A
| |
| : 1. Describe process and type of wastewater:
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. Representative Monthly Production Rate OfProdact Month when Mastmum Qunanlar Umats of Measure for raw matenal used) Production Occurs
| |
| : 4. Discharge Occurs: hroeday: day.%rk; dayeryr: month <yr During which months?
| |
| p.,
| |
| tang Tena Average Representative Monthly Discharge Rate tunita Discharge Rate t units i:
| |
| l .
| |
| P.
| |
| . .J Maximum Daily Discharge Rate t unita . i 7-
| |
| | |
| ER.8WQ.288.10 iRev.111578 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water or auseellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater''
| |
| includes various naa-orocess discharges from sources such as: (1) blowdown from boilers or cooling water systems; (2) laboratory wastes; (3) " housekeeping" wastewater; (4) seepage from materials, product, waste }
| |
| storage piles 5) sludge storage / processing operations.
| |
| : 9. Total Process. Miscellaneous. Non-Contact Coolinst and Sinitarv Wastewater Based upon the information provided in Question IV. Sections A-C, above, determine the summation of I these combined wastewater sources for the outfall. Do not inclada storm water runoff flows in this sn = == d= In doing this summation, care must be taken to consider those flows which are expm.u d to {
| |
| occur durmg similar time frames. For erample, while NCCW and sanitary wastewater discharges .: ay occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any =dditinami ernlanation is e- d-d with ra-= d ta +Ma s====+i=. nrovide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on th,s information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Ugiggl to calculate a total volume, in gallons, of stormwater discharged through the outfall from s 10-year,24. hour storm event.
| |
| ~
| |
| Figure 3. Twenty four Hour Duration Ten Year Frequency Rainfall Data
| |
| ~
| |
| Caumer tashes Ceemer tashes Ceaney techos Adasse 4.8 Alleshoey 3.9 Armstrees 3.9 ;
| |
| Seever 3.8 Bedford 4.8 Berks 4.9 Blair 4.3 Bradtbed 4J Susk 5.0 Butler 3.8 Cambria 4.3 Cameree 4.0 Cartes 4J Centre 4.3 Chester 5.0 Claries 3.7 Clearnold 4.0 Clisece 4.2 Columbia 4.8 Crawford 3.8 Cuanberland 4.7 Deushia 4.8 Delaware 5.0 Elk 7.9 Erte 3.8 Fayette 4.1 Foress 3.8 l Franklis 4.8 Fultaa 4.8 Greene 3.9 I Hussiendes __4.8 ladians 4.0 Jedernes 3.9 Jumista 4.8 Lackawanes 4.7 taasesser 5.0 Lawrease 3.7 tabamos 4.8 tahigh 4.9 1 Luserne 4.7 Lycomung 4.3 McKees 3.9 R$esent 3.7 MYRim 4.4 Mearse 4.8 l
| |
| ,- 8.o assesser 4.8 v-_u 4.9 l "_ r 4.8 Perry 4.8 Phaladelphis 5.0 1
| |
| Pts 4.9 Potter 4.0 Schuylkill 4.7 Sarder 4J Somerest 4J Sullivan 4.4 L _ _ ' --- 4.8 Tiess ,
| |
| 4.3 (Jaies 4.4 Veeanse 3.7 Warree 3.8 Washiestem 3.9 Wayne 4.7 Weetaneroland 4.0 Wyesuas 4.3 Yark 4.s
| |
| | |
| ==Reference:==
| |
| U.,S. WeesherBureen Teeknamed Paper 40.
| |
| 8L.
| |
| | |
| ER.BWQ.288.10 sRev.12578 NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER nin A. Process Wastawater No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater-UNIT #2 SERVICE WATER STRAINER BACKWASH
| |
| : 2. Applicable EPA Effluent Limitation Guhieline: 40CFR 423 Category /Su'ocategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Meath When Kennanuma Quanistr Umse of Measure ser rae matarsal uend) Production Oerurs
| |
| -1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED; (ELECTRIC) ALL MONTHS.
| |
| : 4. Discharge Occurs: I hre/ day: 7 dayerwiu .EdayWyr: 1? anseshwyr During which months? AT.T. MONTHR lang. Tens Average Discharge Rate .036 MGD pItapessemantive
| |
| - - - - Menshly- .--------g iunita t Desharge Rees .002 eunito MC PER MONS
| |
| --------------.J warian== Daily Ducharge Rate .18 tuaite MCD i Process Wastawater No. u/i
| |
| : 1. Deserthe process and type of wastewater:
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. R., -'*9,e Meathly Production Rate OfPredmet Month When Masumuse UmassafMansure ierraw W uandt Produnuma Oecurs
| |
| : 4. Disebarge Oecurs: hewdar: dareME dayWyr: mostW During whleh months?
| |
| p ------,
| |
| Lane.TensAverage Representeelsem aahay g
| |
| Diesharge Rate tuaita e DisshargeRaes . < unite n
| |
| ---- ..--- ----- J Masumusa Dailr Dim: barge Rate t uat* i 7
| |
| | |
| y ER BWQ-388.10 'Rev IM7.
| |
| NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER FOR OUTFALL 010 B. N/A i
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hritday: days /wk: daystyr: month rye Dunnt which monthe?
| |
| : y. . - -
| |
| Long Term Average Representative Monthly 3
| |
| Discharge Rate s umta Discharge Rate g
| |
| : r. (units >:
| |
| ---J Masimum Daily Discharge Rate r umts C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs. hrWder: dayWwh: dayWyr: monthWyr During which montha? -
| |
| gS tang-Term Average Representative Monthly Discharge Rate (umts 4 Discharge Rate __ __ tuaits
| |
| *. g
| |
| --- - J Mastman Daily Discharge Rate (units D. T. ggt! Process. Miscellaneous Non-Contact Coc*ina. and Ennitary Westewater (not stormwater)
| |
| : 1. Source (s): ONCE THRU COOLING WATER FROM UNIT #2 HEAT EXCHANGERS
| |
| : 2. Discharge Occurs: 24 hrWday- 7 dayWwk. 365 dayWyr: 12 monthWyr Dunag which 47 ALL MONTHS r., -- -- ,
| |
| 14eg Term Average Representative Meathly Discharge Rate 12.1 t unita MGD i: Discharge Rate 12.1 e units MGD :: 0
| |
| -- - -J h Daily W Ra's 57.6 suniu MGD E. Stormwater RM (See instructions) N/A
| |
| : 10. Year 10 yr.24 hr. Drainage Area 24hranur Randall(tashan) Sina 1[Jugg Ceavernian Faster y.ghag 1;mit
| |
| _ X ft' X 0.623 = Gallons X Ydt X !. 61 = Gallons X Acres X 27.1521 = Callons 8
| |
| | |
| IR BWQ484.10 Aav 12,87f INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY GeneralInstruedo'ne below). This worksheet is to be submitted with the comnieted the wastewater being discharged or expected to be disch question must therefore be representative of normal plant operations, with all process provided) which is not experiencing " upset" conditions. wastewater in norma Normally, only samples results from the past year should be reported. however, recently may be used provided that: (1) all data quality requirements are met:(2) sam Factors which can result in untenresentative data include e.
| |
| materials, manufacturing processes or final products, and wastewater treatment processes
| |
| : 1. Reporting ENluent Quality Inforniation on effluent quality is to be developed and presented in Questien V for eac two er more substantially identical outfalls, you may request permission to sample and an outfall and to submit the results of the analysis for the other substantially identical out drainage area). applicable where more than one outfall discharges Type i stormwater runoff f particularly Bf=ah ---an may be + ~" as needed for the number ofoutfalls to be described.
| |
| The actual sampling events and analytleal work must comply with the Aa =alia- =" A=11v+b=
| |
| Instructions associated with this appliestion package.
| |
| Where so indicated on Question V, specify the analytical detection level achieved for the assoesated wastewater matrix. It is in the applicant's interest to achieve s level ofdesection ea better than) those listed on Question V. This wi11 minimise th potential for establishin ef!!uent limita and/or monitoring requirements in the Final EPDES permit. If the applic these minimum acceptable detection levels, then an explana".on must accompany the ap .
| |
| Also where so indicated, specify the EPA mathed number aseneinted with the analyti the Analysis of Po!!stants Under the Clean Water Act." method numbers a
| |
| : 2. RepordagIstakeWaterQuauty ialdt
| |
| * eter quality. You are not required to report data o
| |
| " net"e81uent limitations in order to demonstrate compliance with BCT/ BAT requirem water or in the blowdown from roeirculating cooling water sy out a-k intaka ammallan it la adviaakle ta dimuss the rea qed 1
| |
| : for doins so with the an=m.date Rerional 9L-
| |
| | |
| ER 8WQ-288.lo in,v.12/87:
| |
| NPDES Number PA 0025615
| |
| -IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011 A. Process Wastewater No UNNUMBERED
| |
| : 1. Describe process and type of wastewater-DIESEL GENERATOR BUILDING OIL / WATER SEPARATOR DRAIN (0WS # 22)
| |
| : 2. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Lionth When Mazunum Quanuty Uruta of Measure 'oe esw matertal used) Production Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 2 hruday: 1 day.f.k: 52 dayeryr: 12 monthatyr During which months? ALL MONTHS p - -- - .
| |
| 5 tong-Term Averap Repreeestauve Monthly Discharp Rate .019 <umu MGD ,,.1 .007 sunitay PER M0(dH L.Discherp Rate
| |
| - . .J Maximum Daily Discharge Rate .048 sunita MGD i Process Wastewggg No. UNNUMBERED
| |
| : 1. Describe process and type of wastewater:
| |
| TURBINE BUILDING OIL / WATER SEPARATOR DRAIN (OWS #23)
| |
| : 2. Applicable E,PA Emuent Limitation Ouideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month When Mazimum M Vata nf Measure sor raw matarml uandt Production Oecurs 1704 MEGAWATTS ELE"TRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 16 hrneday; 7 dayerwk: 365 dayeryr: 12 month.,yr During which months? ALL MONTHS p.---5 Laag Ters Average Representative Monthly Discharge Rate .039 e units MGD ,., l oi.charp gau .780 tunita MG PER MONIH L. .J Manmum Daily .216 MGD Discharp Rate tumta >
| |
| 7
| |
| | |
| ER.BWQ488.10 iRao.139h INSTRUCTIONS FOR COMPLETING FORM
| |
| '(V. SOURCES OF WASTEWATER FOR OUTFALL_ (continued)
| |
| B & C. L*se these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or nuscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater''
| |
| includes vanous non-nrocess discharges from sources such as: (1) blowdown from boilers or cooling water systems:(2) laboratory wastes: (3) " housekeeping" wastewater; (4) seepage from materials, product, waste storage piles;(5) shdge storage / processing operations.
| |
| D. Total Process. Miscellaneous. Non-Contact Cooline. and knitary Wastewater Based upon the information provided in Question IV, Sections A C above, determine the summation of these combined wastewater sources for the outfall. Do not inelada storm water runoff flows in this summei- In doing this summation, care must be taken to consider those flows which are expected to occur dunng similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharget only at certain times of the week, month, or year. If any add 3+iaa=1 explanation is a--d-d with r=W tomi =a=== elan. nrovide it on an attached sheet.
| |
| E. Eggmwater Runoff I Anwer this item based on the information presented in response to Question I, Section J (site plan l she. ting stormwater runoff areas). Use f.igigalto calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| Figure 3. Twenty four Hour Duration. Ten Year Frequency Rainfall Data Commer Imehoe Conner Inshee Ceemer techos A4ame 43 Allegbeer J.9 Armameos 3.9 Beever 3.8 BedAwd 4.8 Berks 4.9 Blair 4J Bradised 4J Beek 5.0 Butler 3.8 Cambria 4.3 Cameron 4.0 Cartes 4.8 Centre 4J Cbemer 5.0 Claries 3.7 Clearneid 4.0 Cliates 43 Columbia 4.8 Crawford 3.8 Cumberland 4.7 Dauphia 4.8 Delaware 5.0 Elk 3.9 Ene 3.8 Fayette 4.1 Forest 3J Franklia 4.8 Futten 4.8 Greene 3J Hustaandes 4.8 tadians 4.0 JeSwees 3.9 Juniata 4J tackawanen 4.7 taasesser 5.0 tawreene 3.7 Labeams 4.8 tahish 4.9 t.useme 4.7 Lyeoming 4J MaEssa 3.9 Messor 3.7 Mistia 44 Meerse 4.8
| |
| , SJ Mosener 4.8 %." . _ 4.9 4.4 Perry 4.8 Pkladelphia 10
| |
| ,PIhe 4.9 Petter 4.0 Schuythill 4.7 gw 4J Somerset 4J Sullives 4.4
| |
| "_ _- 4.8 Tiess ' 4.3 Unies 4.4 Yonames 3.7 Warrea 3.8 Weehiestem 3.9 Wayne 4.7 Westmoreland 4.0 Wyeaung 4.8 York 4.s l
| |
| | |
| ==Reference:==
| |
| US. Weesher Bureau TecknansiPaper40.
| |
| -8L-
| |
| __ : _ _ =-- . _ _ _ _ _ _ _ - - _ _ . _ - - . - _ _ _ _ - - _ - _ - - - _ - _ _ - _ _ - - _ _ _ _ _ _
| |
| | |
| ER.BWQ.2BO.10 Rev IM7-NPDES Number PA 0025615 011 (V. SOURCES OF WASTEWATER FOR OUTFALL B. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hr eday: days /wk: dari/yr: montharyr During which months?
| |
| : p. 3 tong.TerTn Average Representative Monthly Dimeharge Rate sumts P. Daharge Rate (umta i: y
| |
| --- -J Mazunum Daily Discharge Rate iuruts
| |
| * C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hrwdsy: darehrk: daywrr: monthatyr During which montha? *
| |
| : p. 5 Long-Term Average Representative Monthly Discharge Rate tunsts P. Discharge Rate tunits r. g
| |
| -- J Mazunum Daily Discharge Rate (units 1 D. Total Process. Miscellaneous Non-Contact Coolina. and Sanitarv Wastewater (not stormwater)
| |
| : 1. Source (s): OWS #22 AND 23 365 12
| |
| : 2. Discharge Occurs. 16 mn 7 um 3, ,
| |
| % which 67 ALL MONTHS
| |
| : p. . -e -
| |
| 5 bog. Term Avorage K Discharge Hau .058 s unite MGD r, I errecentatave Discharge Rate Monthly .787 , unit,MG PER M0ht,Th L. -- J Masianasa Daily Dessharge Rate .216 iunita MGD ,
| |
| E. Stormwater Runes (See instructions) 10-Year 10 yr.24-hr. Drainage Aree 24-hr Paur RaaafallIw Size Wuta Convenaan Festar y,gigag Rg]s 3.8 x 61800 rtt X 0.623 . 146,305 Gallons X Yd8 X 5.61 = Gallons X Acres X 27.1521 = Gallons
| |
| .g.
| |
| | |
| ER.BOQma.10 Re t11?>
| |
| INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY GeneralInstruedo'as Ai! Dischargers are to follow these instructions and comniete the worksheet on name 9 b (see inst below). This worksheet is to be submitted with the comoieted mentication naetr==e.
| |
| The purpose of Question V is to develop as clear a picture as possible concerning the chemica I the wastewater being discharged or expected to be discharged. Information gathered in support question must therefore be representative ofnormal plant operations, with all processes which co l wastewater in normal operation, and with a properly operating treatment facility (where treatment is provided) which is not experiencing " upset" conditions.
| |
| Normally, only samples results from the past year should be reported; however, data from sa recently may be used provided that: (1) all data quality requirements are met:(2) sampling was Factors which can result in unrepresentative data include signif .
| |
| materials, manufacturing processes or final products, and wastewater treatment processes
| |
| : 1. Repordng Effluent Quality Information on effluent quality is to be developed and presented in Question V for each outfal1 two or more substantially identical outfalls, you may request permission to sample and analyze only outfall and to submit the results of the analysis for the other substantially identical outfall (this m particularly drainage area).applicable where more than one outfall discharges Type I stormwater runoff from the same Blank names may be ohotoconied as nuded for the number ofoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the Ramnlina and AnmIvHea t Te Instructions associated with this application package.
| |
| Where so indicated on Question V, specify the analytical detection level achieved for the pollutan associated waste water matrix. It is in the applicant's interest to achieve a level of detection eaual to (or better than t those listed on Question V. This will minimise the potential for establishing a larg effluent limits and/or monitoring requirements in the Final NPDES permit. If the applicant cannot a these minimum acceptable detection levela, then an explanation must accompany the appileation.
| |
| Also where so indicated, specify the EPA method numhar = dated with the analytical method method numbers are contained in EPA regulations 40 CFR 136," Guidelines Establishing Test the Analysis of Pollutants Under the Clean Water Act."
| |
| : 2. RepordngIntakeWaterQuality Although Questico V is designed primarily for reporting gEgagg data, it may also be used to imakg water quality. You are not reqtured to report data on intake water quality unless you
| |
| " net" effluent limitations in order to demonstrate compliance with BCT/ BAT requirements. Y l
| |
| 1 water or in the blowdown fram recirculating cooling water systems p,st such intake am moline. it is advisable to diaws the reasons for doins so with the aonronriate Reg QEGE 9L. -
| |
| - _ - _ - - - ~- _ _ - _ _ _ _ _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~
| |
| | |
| i ER BWQ-288.10 < Rec.12/971 l l
| |
| NPDES Numbe- PA 0025615 IV. SOURCES OFWASTEWATER CONTRIBUT NG TO OUTFALL NUMBER 012 i l
| |
| A. Process Wastewater No. N/A
| |
| : 1. Describe process and type of wastewater-1
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. Representative Monthly Production Rate Of Product Month when Mastmum Quanuty l'mts of Measure +or rs w matertal used) Production Occurs
| |
| : 4. Discharge Occurs: hearday: daysiwk: dayeryr: montsary, During which months?
| |
| Long-Term Average eRepresentstave Meathly
| |
| - _y g
| |
| Discharge Rata aumta r. Discharge Rate aunita _,, P.
| |
| - .J Maximum Daily Discharge Rate tuaita e Process Wastewater No. N/A
| |
| : 1. Describe process and type of wastewater:
| |
| : 2. Applicable E,PA Emuent Limitation Guideline: 40 CFR Category / Subcategory
| |
| : 3. Representative Monthly Production Rate OfProduct Month when Maximum Quassier Unata n(Measure f or faw matarsal uandt Production Occurs
| |
| : 4. Discharge Occurs: kruiday: darerwk: dayetyr: montharyr During which months?
| |
| p-,
| |
| Long-Terun Average Representative Monthly g Discharge Rata eumta P. Discharge Rata a unita n
| |
| --J Mazzmum Daily Discharge Rate tuniu >
| |
| .~.
| |
| | |
| 1 ER.BWQ 268.10 iRee 13,1571 j l
| |
| INSTRUCTIONS FOR COMPLETING FORM 1 IV. SOURCES OF WASTEWATER FOR OUTFALL (continued) 8 & C. Use these to indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater" includes various non-arocess discharges from sources such as: (1) blowdown from boilers or cooling water systems:(2) laboratory wastes;(3) " housekeeping" wastewater; (4) seepage from materiais, product, waste storage piles;(5) sludge storage / processing operations.
| |
| D. Total Process. Miscellaneous. Non-Contact Cooline. and Sanitary Wastewater Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runoff flows in this aggpganga. It doing this summation, care must be taken to consider those flows which are expected to occur duttag similar time frames. For example, while NCCW and sanitary wastawater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, or year. If any additional explanation is needed with reward to thl= summation. nrovide it on an attached sheet.
| |
| E. Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Firure 3 to calculate a total volume, in gallons, of stormwater discharged through the outfall from a 10-year,24-hour storm event.
| |
| ~
| |
| Figure 3. Twenty four Hour Durstloa. Ten Year Frequency Rainfall Data Cooney taehes Caesar Inches Ceaney taches Adame 4.8 Allegheny 3.9 Armstrong 3.9 Seever 3.8 8edford 4.5 Berks 4.9 Blair 4.3 Bradford 4.2 Busk 5.0 Butler 3J Cambria 4.2 Cannerea 4.0 Carbon (8 Centre 4.3 Chester 3.0 l Clanos 3.7 Clearbid 4.0 Cuanes 4.2 Columbia 4.8 Crawford 3.8 Cumberland 4.7 l Dauphia Delaware -
| |
| 4.8 5.0 Elk 3.9 Ene 3.8 Fayette 4.1 Forvet 3.8 Franklia 4J Fultaa 4.8 Greens 3.9 I Huatinados ($ IMiana 4.0 Jedbreen 3.9 Juniata (5 1.ackawanas 4.7 1.ameensar 5.0 j L.awrence 3.7 tabamos 4.8 Lshish 4.9 Luseras A7 Lyeoaung 4.3 McKeam 3.9 Messer 3.7 MiStia 4.4 Mooree 4.8
| |
| _ _, 8.0 Momener 4.5 Northampton 4.9
| |
| " " " " Perry 4.8 4.8 Phdadelphis 5.0 Mhs 4.8 Potter 4.0 Schuylkill 4.7 Snyder 4.8 Somerest 4J Sullivan 4.4 Susenehesaa 4.5 Tioga 4.2 Union 4.4 Vesaase 3.7 Warrea 3.8 ,
| |
| Weetuastaa 3.9 Weyee 4.7 Westmoreland 40, Wyoaung 4.5 York 4.9 Referermes: U.S. Wender Bureau TerlaueelPaper 40.
| |
| -8L-
| |
| | |
| ER.8WQ 368.10 *Rev 17.0 NPDES Number PA 0025615 ;
| |
| )
| |
| 012 i
| |
| ' IV. SOURCES OF WASTEWATER FOR OUTFALL l
| |
| l B. 012
| |
| : 1. Source (s): 'BLOWD0WN FROM EMERGENCY RESPONSE FACILITY HVAC COOLING TOWER
| |
| : 2. Discharge Occurs: 4 hreiday: 7 days /wk: 365 4, y,,y,; 12 months /yr ALL MONTHS During which racoths?
| |
| l r - - - - M'**T- ----------,
| |
| 14ag. Term Average 8 ' ' * * * *
| |
| * Diesharge Rate '001 e units MGD i: l D'a" charge Rata 001 u - - - - - - - - - t units MG PER MO.N.1H
| |
| ----- a x=.-um D.ar . 002 , un,g, MGD Discharge Rata ,
| |
| C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs: __ hewder: 4 yw .h:- dayvyr; --
| |
| 3 During which months? -
| |
| Laag Term Average pRepressotat
| |
| - - - ive Moothly----- S Diesherge Rate 1untas I: Diesharge Race tunits i: g
| |
| ---------------J Masamusa Daily Discharge Rate iunits D. Total Praaaan. Vlacallanaaus Non.Caatmet Cooltan and naattarv W==+-watae (not stormwater)
| |
| : 1. Source (s): BLOWDOWN FROM EMERGENCY RESPONSE FACILITY llVAC COOLING TOWER
| |
| : 2. Discharge Occurs: 4 heauer: 7 daywwk: 365 4.yvy,; 12 wtheyr ALL MONTHS W ohish@f Long. Term Average e--
| |
| Representauve Dissharge Rate .001 iunits MGD ,: Dischstge Rate O01 ,,,;,MG PER MOSTR
| |
| - - - - - - - - - - - - - - - - .J "Y
| |
| Dbuharge Rate
| |
| * 002 < units MGD E. Stormwater Rumadr (See lastructions)
| |
| : 10. Year 10 yr.24 hr. Draanage Asus 24 hr = -- "
| |
| Ranafalltlashmal *= 11,3413 Canvernian Faster Voluna M 3.8 y 129,500 rge X 0.823 = '306,578 Geneas X Ydt X 5.61 = Gallons X Acres X 27.1521 = Gallons j
| |
| l 8
| |
| L_ . _ _ _ _ _ . _ _ - - - - . - -
| |
| | |
| ____ -____--_- - ---~,
| |
| ER.8%Q488.10 Rev.12.8h INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY ceneralinstruenteles
| |
| : All Dischargers are to follow these instruction and comnlete the workshaat on belowL This worksheet in to be submitted with the comnleted anolication ==ai the wastewater being discharged or expected to be dis question must therefore be representative ofnormal plant operations, swith all pro wastewater in normal operation, and with a properly operating treatment facility (where t provided) whleh is not experiencing " upset" conditions.
| |
| Normally, only samples results from the past year should be reported; howev recently may be used provuled that: (1) all data quality requirements are met:(2 than three (3) years before application submittal; and (3) all data are representat rge.
| |
| Factors which can result in untenresentative data include significant changes in pro materials, manufacturing processes or final products, and wastewater treatment processes. ,
| |
| : 1. ReportingEffluentQuality Information on effluent quality is to be developed and presented in Question V for outfall and to submit the results of the analysis for the oth particularly drainage applicable areat RLaa_k a= where more than one outfall discharges Type I stormwater runof as may be shete-nied as needed for the number ofoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the Sta==lla- =a Aa=1veia Instructions associated with this application peekage.
| |
| Where so indicated on Question V, specify the analytical detection level achieved for th associated wastewater matrix. It is in the applicant's interest to achieve a level ofde battar than) those listed on Question V. This will minimise the potential for establishing effluent limits and/or monitoring requiressents in the Final NPDES permit. If the applica these minimum acceptable detection levels, then an explanation must accompany the ap Also where so ladie=+=d specify the EPA mathed number associated with the analytica method numbers are contained la EPA regulations 40 CFR 136," Guide!!nes Establishing the Analysis of Pollutants Under the Clean Water Act."
| |
| : 2. ReportlagIstakeWaterQuauty Although Question V is designed primarily for reporting ggggdata, it may ales be used inida water quality. You are not required to report data on intake water quality unles
| |
| " net"offluent limitations in order to demonstrate compliance with BCT/ BAT requiremen water or in the blowdown from roeirculating cooling water syst out mah QEGR intalr= en==8ta- it is adviaakle ta dimuss the rea=== for daine so wit 9L-
| |
| | |
| ER-BWQ-288.10 iRev.12.07) g NPDES Number PA 002s615 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 013 A. Process Wastewater No. 213
| |
| : 1. Describe process and type of wastewater-UNIT #2 COOLING TOWER PUMPHOUSE FLOOR AND EQUIPMENT DRAINS
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate Of Product Month When Manmum QMADaty, (* ruts of Measure *or caw material usedi Production Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: . 2 5 gr ,4 y; i dayvwk 52 4,ygy,. 12 ,,, g 7, During which months? ALL MONTHS p--5 teng. Term Average Representative Monthly Disce re Rate .072 tuniu MGD ,; g Discharp Rate .0 03 , i L. - -
| |
| ,., g MC PER MQNTH .J Manmum Daily Discharp Rau .072 , ,,i, MCD ,
| |
| Process Wastewater No. UNNIHBERED
| |
| : 1. Describe process and type of wastewater:
| |
| TURBINE BUILDING OIL / WATER SEPARATOR DRAIN (OWS #21)
| |
| : 2. Applicable E,PA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY
| |
| : 3. Representative Monthly Production Rate OfProduct Month When Manmum Quamaitr (Tatts of Measure f or raw matarsal uand) Production Oecurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: 16 g,,4 y; 7 4,y,,e 365 darityr. 12 ,,,,3,,y ,
| |
| During which months? ALL MONTHS p --- -- --
| |
| 5 tong.Terun Average R Discharge Rate .019 iuniu MGD ,. I representative Dischar p Rat, Meathly .38 iunita MG PER M0y41
| |
| , L. .J Manmum Detly *048 MGD Discharge Rate iuntu i 7
| |
| | |
| ER.BWQ.288.10 Ret 12/87 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| ]
| |
| i 8 & C. L*se these to indicate the type, frequency, duration of any sanitary wastewater, non-contset cooling 1 l water, or miscellaneous wastewater being discharged through the outfall. " Miscellaneous Wastewater" J includes various non-orocess discharges from sottrees such as: (1) blowdown from boilers or cooiing water systems; (2) laboratory wastes; (3) ~ housekeeping" was% water; (4) seepage from materials, product, waste storage piles;(5) sludge storage / processing operations.
| |
| D. Total Process. Miscellaneous. Non-Contact Cooline. and Sanitary Wastewater Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runoff flows in this l
| |
| . . . . ., In doing this summation, care must be taken to consider those flows which are expected to
| |
| ; occur during similar time frames. For example, while NCCW and sanitary wastewater discharges may l occur routinely, certain miscellaneous wastewaters may be discharged only at cortain times of the week, l month, or year. If any additional explanation is needed with renard to thi= sn=== tion. nrovide it on an attached sheet.
| |
| l E. Stormwater Runaff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoff areas). Use Eirurt3 to calculate a total volume, in gallons, of stormwster discharged through the outfall from a 10-year,24-hour storm event.
| |
| I Figure 3. Twenty four Hour Duration. Ten Year Frequency Rainfall Data Ceumsy taehes Casesy taches Ceeney Inches Adame 4.8 Allegheny 3.9 Armstrong 3.9 Beaver 3.8 Bedford 4.8 Berks 4.9 Blatt 4.3 Bradford 4.2 Besk 5.0 ,
| |
| Butler 3.8 Cambria 4.2 Casseroa 4.0 .l Carbea 4.8 Centre 4.3 Chester 5.0 Clartea 3.7 Clear 6 eld 4.0 Cliassa 4J Colusabia 4.8 Crawford 3.8 Csunberland 4.7 1 Dauphin 4.8 Delaware 5.0 Elk 3.9 Ene 3.8 Fayetta 4.1 Forces 3.8 Frank 11a 4.8 Fulton 4.8 Greene 3.9 i H =+ ' - .
| |
| 4.8 todiana 4.0 Jed8sessa 3.9 Juniata 4.8 Lackawanna 4.7 1.ansassar 5.0 Lawrence 3.7 tabanos 4.8 tabish 4.9 Luserne 4.7 Lyeoaaias 4.3 McKena 3.9 Messer 3.7 Mi#tia 4.4 Mearoe 4.8 l _
| |
| , 5.0 Meesser 4.8 Northeenstoe 4.9 1
| |
| " " - ' - -land 4.8 Perry 4.8 Phdadelphis 5.0 l Fogs 4.9 Potter 4.0 Schuylkill 4.7 Snyder 4.8 Soamerest 4.3 Sullivaa 4.4
| |
| " " === 4.8 Tioga 4.2 Union 4.4 Yeemase 3.7 Warree 3.8 Washiesten 3.9 Wayne 4.7 Westmoreland 4.0 Wyonnas 4.8 York 4.9
| |
| }tefersnee: U3. hasher Bureau TechmasiPeper 40.
| |
| 8L-l i
| |
| h
| |
| | |
| ER.BWQ-2S8.10 # Ray 12/871 NPDES Number PA 0025615 IV. SOURCES OF WASTEWATER CONTRIBUT:NG TO OUTFALL NUMBER 013 A. Process Wastewater No. l'NNUMBERED
| |
| : 1. Describe process and type of wastewater-BULK FUEL OIL STORAGE OIL / WATER SEPARATOR DRAIN (OWS #24)
| |
| : 2. Applicable EPA Emuent Limitation Guideline: 40 CFR 423 Category / Subcategory STEAM ELECTRIC POWER GENERATING POINT SOURCE CATAGORY.
| |
| : 3. Representative Monthly Production Rate ofProduct Month When Maximum Quantity (* ruta of Measure 'or en w matertal used) Production Occurs 1704 MEGAWATTS ELECTRIC POWER PLANT BASE LOADED:
| |
| (ELECTRIC) ALL MONTHS
| |
| : 4. Discharge Occurs: .5 g,,,4,y 2 g,y,,,g 104 4,7,,,7, 12 , , ,
| |
| During which months? ALL MONTHS y ---- --
| |
| 5 Long Term Average R Discharge Rate .019 tunita MGD 3
| |
| , I epresentatave .003 Rate Meathly fum G PER M0!$,
| |
| Maximum Daily
| |
| . Discharge Rate .048 ,,,;g, MGD ,
| |
| Process Wastawater No. N/A
| |
| : 1. Describe process and type of wastewater:
| |
| : 2. Applicable E,PA Emuent Limitation Guideline: 40 CFR _
| |
| Category / Subcategory _,,
| |
| : 3. Representative Monthly Production Rate OfProduct Month when Maximum Quassist (laats of Measure tor raw enateruti uand) Production Oecurs
| |
| : 4. Discharge Occurs: hen /dar: dare/wk: darerrr: monthatyr During which months?
| |
| p- ,
| |
| Long-Toren Average Repeseentative Monthly Discharge Rate t units e, g Discharge Rate t units '; g 6 -------------- J l
| |
| Maximum Daily Discharge Rate i units i 7
| |
| 1
| |
| | |
| ' ERBWQ.288.10 iRev.13/876 INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER FOR OUTFALL (continued)
| |
| B & C. Use these te indicate the type, frequency, duration of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharpd through the outfall. " Miscellaneous WastewalE" includes vaneus non-orocess discharges from sour:es such as: (1) blowdown from boilers or cooling water -
| |
| systems;(2) laboratory wastes;(3)" housekeeping' wastewater;(4) seepage from materials, product, waste storage piles;(5) sludge storage / processing operations.
| |
| D. Total Process. Mineellaneous. Non-Contact Cooline and Sanitarv Wastewater Based upon the information provided in Question IV, Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runoff nows in this sa = == +i- In doing this summation, care must be taken to consider those Dows which are expected to occur durms similar time frames. For example, while NCCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at certain times of the week, month, oryear. If anv =ddit3on=1 ernlanation is caad d with r===*d to +hta sn===rian. nro ride it on an attached sheet.
| |
| E. Stormwater Runot Answer this item based on the Information presented in response to Question I, Section J (site plan showing stormwater runo# areas). Use Dggggl to calculate a total volume, in gallons, o(stormwater discharged through the outfall from a 10 year,24. hour storm event.
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| ~
| |
| F1gure 3. Twenty four Hour Duration. Ten Year Frequency Rainfall Data Ceumsy Imehes Ceumer Imehes Commer Imebes Adame 4A Allesheer 3.9 Arunserear 3.9 Beaver 3.8 Beddard 4.5 Berks 4.9 Blaw 4J Bradford 4J Seek 5.0 Butler 3.8 Cambris 4.2 Casseres 4.0 Cathes 4.8 Centre 4.3 Chesent 5.0 Claries 3.7 Clearfield 4.0 Climena 4J Coluaibis 4.4 Crawford 3.8 Camberland 4.7 Dauphin 4.8 Delaware - 5.0 Elk 3.9 Ene 3.4 Fayette 4.1 Forest 3.8 Franklia 4A Futtes 4.8 Greene 3.9
| |
| . Mustaasdes 4.0 Indians 4.0 JeAnruse 3.9 Junista 4J 1.ackawamas 4.7 Laaseener 5.0 Lawrease 3.7 Labases 4.8 tahigh 4.9 4 Luserne 4.7 Lyeoutins 4J lieKees 3.9 Issauer 3.7 tildlia 4.4 Meeree 4.8
| |
| _ 7 SJ bdeasser 4A ! #" :: 4.9 Y '"
| |
| 4.4 Perry 4.4 Phaladelphic 5.0 Jhs 4.9 Potter 4.0 Schuylki!! 4.7 Sayder 4J Sosserest 4J Sullivan 4.4 4J Tiess 4.2 Unies 4.4 Veenase 3.7 Warree 3.8 Westuastee 3.9 Wayne 4.7 Weeunereland 4.0 Wrenung 4.5 Yerk 4.s Referenee: US. Weesher Bureau Techseest Paper 40.
| |
| l 8L-l
| |
| _ - - - J
| |
| | |
| ER.8WQ.288.10 4 Rev 1*.C NPDES Number PA 0025615 013 IV. SOURCES OF WASTEWATER FOR OUTFALL B. 113
| |
| : 1. Source (s): UNIT #2 SEWAGE TREATMENT PLANT
| |
| : 2. Discharge Occurs 12 wre,4 y; 7 days /-t: 305 darityr: 12 months /yr Dunng which monthet ALL MONTHS p.- ---- - -
| |
| y Long. Term Average R Ducharge Rau .023 iuruts MCD ,; , I representative Dahar ge Rate Monthly 345 (untu
| |
| . MG PER M0p1H L - ,J Maximum Daily Discharge Rate .048 , uruts MGD i C. N/A
| |
| : 1. Source (s):
| |
| : 2. Discharge Occurs hrwday: dayetwh: do s , montheyr Dunng which months? .
| |
| : p. -5 Long Term Average Representative Monthly
| |
| . Discharge Rate sunsts i; Discharge Rate tunits i: I a
| |
| Mazzmuss Daily Discharge Rate (units ,,,e D. Total Process. Miscellaneous Non. Contact Coolina. and Sanitarv Wastawater (not stormwater)
| |
| TURBINE BUILDING OIL / WATER SEPARATOR (OWS #21) DRAIN, UNIT #2 SEWAGE TRE.ATMENT EFFLUENT, AND UNIT #2 COOLING TOWER PUMPHOUSE DRAINS.
| |
| : 2. Discharge Occurs. 24 hrWder- .
| |
| 7 de m 3 64 5 ,,, 12 matheyr Dunas wtdeh smeatbat ALL MONTHS y,. .--- .
| |
| m img. Term Average R I epresentatave Monthi.131 Discharge Rate .133 t units MGD : Discharge Rate t units MG PER MQNiH L -I Meshness Daily Densharge Rate .216 turuts MGD ,
| |
| E. Stormwater Rumas (See instructions) 10 Year 10.yr. 24.hr. Dratnage Area 24-hr Paaa8r Rainfa11einchman sine uma convermen restar h Emu 3.k K 138.500 rts 1 0.623 m 327,885 Gallons K Ydt X 5.61 = Gallons K Acres K 27.1521 = Gallons 8
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| | |
| ER.80Q484.10 Rev 12/97:
| |
| INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY ceneralInstructie'as All Dischargers are to follow these instructions and comnlete the workmE=: on -- :
| |
| below). This worksheet is to be submitted with the comnietad mentication 9 b(see instruction r=' --3 The purpose of Question V is to develop as clear a picture as possible concern the wastewater being discharged or expected to be discharged. Information s gathme
| |
| ' question must therefore be representative ofnermal plant operations, with all proc
| |
| ' provided) wastewater in normal operation, and with a properly operating treatment facility (whe which is not experiencing " upset" conditions.
| |
| Normally, only samples results from the past year should be reported; howeve recently may be used provided that: (1) all dats quality requirements are met;(2 than three (3) years before application submittal; and (3) all data are representative c arge.
| |
| . Factors which can result in untenrenentative data include sigahat changes in pro r materials, manufacturing processes or rmal products, and wastenater treatment pr- .
| |
| 1, ReportingEffluentQuality
| |
| 'Information on effluent quality is to be developed and presented in Question V fa
| |
| ' two or more substantially identical outfalls, you may request permission to sample '
| |
| outfall ans:
| |
| particularly ap ec submit the results of the analysis for the other substantially identica drainage area).plicable Blaak -*= may wherebe more
| |
| ^"- than one outfall discharges Type I stormwater runofffro
| |
| '" as e "' for the number ofoutfalls to be described.
| |
| The actual sampling events and analytical work must comply with the *-==1ia--" A==lv Instructions associated with this application #- .-
| |
| Where so indicated on Question V, specify the analytical detection level achieved fo associated wastewater matria. It is in the applicant's interest to achieve a level ofdete battar than) those listed on Question V. This will minimise the potential for estab effluent limits and/or monitoring requirements in the Final NPDES permit. If the ap these minimum acceptable detection levels, then an explanation must accompany the .
| |
| Also where so indicated, specify the EPA mathed number asseeisted with the an the Analysis of Pollutants Under the Clean Water Act."mothed numbers
| |
| : 2. RepersingintakeWeserenalley injaka water quality. You are not regtured to report da "not" effluent limitations in order te demonstrate compliance with BCT/ .
| |
| a soBAT req water or in the blowdown from roeirculating cooling water s out -k in*=ha ====IIan it is advia-kle to % the r = for daia= so with tha ===;.: -:a*= Rerio 9L.
| |
| | |
| I ER BWQ489 D Rev 3 C" INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QL'ALITY (GeneralInstructions. continued, l
| |
| : 3. Determining Required Number of Sampling Events and Pollutants to be Analyzed After reviewing the specific instructions listed below, comolete the table on care 9 b. then fill in the applicable portions of Question V for each outfall listed. Submit the table on care 9 b with vour aeolication !
| |
| t1) Process Wastewater Oncludes contact co6 ling water) Referring to Table 2 of these instructions determine the applicable industrial category and the applicable groupings of pollutants for Question V which must be analyzed. The results of at least three f 3) seoarate samolittr events mur.
| |
| be reported for each orocess wastewater outfall.
| |
| )
| |
| F3g: As Table 2 indicates. you may not be required to test for eertain groupings of pollutants:
| |
| however, ifyou know or expect that any pollutants from those groupings are present in the wastewater, you must sample and analyze for those specific pollutants and report the results accordingly under Question V.
| |
| (2) Non Contact Cooline Water 8 NCCWi- If only NCCW is being discharged, analysis is required on. ,
| |
| for the following Group Aand B parameters for Question V: 2C,4C, SC,7t.', SC,9C,10C,11C 10C.
| |
| 18C,22C,6M,7M,14M,23M. The results of at least one samolina event must be submitted. See Question VI for reporting data on cooling water conditioning chemicals.
| |
| (3) Sanitary Wastewater - If only sanitary wastewater is being discharged, analysis is required only r the following Group Aand B parameters for Question V: IC,4C,6C,9C,12C,14C,16C, ISC. The results of at least one samoling event must be reported.
| |
| (4) Plant Area Stormwater Runoff (SWROJ Tvoe I SWRO . I11is subject to EPA effluent limitations guidelines, new source performance standards, or toxic pollutant eMuent standards: 2.t i2) emanates from plant yard areas. immediate access roads. drainage ponds, refuse piles, storage ptles, storage areas, materials or product loactn and unloa'dirig areas One iamblihr event. consisting of one to four grab samples must be carried out, depending upon : -
| |
| duration of the discharge. One grab must be taken in the tirst hour 'or :essi oidischarge, witn or +
| |
| :ccitionai trao iup to a minimum of four) taken in each succeecing nour of discharge for disc .ar;
| |
| 'w.ing four or more hours. C,oO20 site the samoles and run one analvsis.
| |
| The I'SWRO must be analyzed for the following Group A and 8 parameters for Question V 2C. It:
| |
| tC. 5C, TC,17M,23M, pkus any other pollutants from Groups A D which the applicant knows or suspects may be contaminating the SWRO for the outfall in question, or which are included in an i a Ipplicable EPA emuent regulation.
| |
| Tvoe !! SWRO. has minimal contamination potential and originates from areas seoarate from ne plant's industrial activities f such as office buildings and accompanying parking lots). No samel:n z and analvsis is recuired for Tee II SWRO.
| |
| '5) Miscellaneous Wastewaters see definition on page BL)- are to be analyzed for any Group A-E pollutants which the applicant '< nows or suspects to be present in suen discharges. One sa n e r e avent is recuired.
| |
| .) a -
| |
| | |
| ER.BWQ-288.10 iRev.12,176 INSTRUCTIONS FOR COMPLETING FORM PA 0025615 V. ANALYSIS OF EFFLUENT QUALITY (GeneralInstructions, continued)
| |
| S w Dimeharesen New dischargers that have effluent data available should follow the standard directions on page 9.a for existing dischargers. New dischargers that do get have an effluent to sample and analyse should review the instructions on page 9.a and gggggjg and report the data for the pt.ameters of the appropriate Groups (A.E) for each proposed outfall. Base these estimates on your knowledge of the
| |
| - proposed facility's raw materials, maintenance chemicals, intermediate and final products,
| |
| ' byproducts, and any analyses ofyour expected effluent or of any similar effluent. You may also
| |
| . provide such determinations and estimates based on available in. house or contractor's engineering reports, pilot plant studies, or any other studies performed on the proposed facility. Any available
| |
| ' data from representative analyses should be reported as appilcable.
| |
| l New dischargers should also indicate the basis for the information reported on Question V for the proposed outfalls. Indicate the basis using the following notations:
| |
| : 1. Actualdata f! rom pilot plant. 4. Seat professionalestimates.
| |
| : 2. Estimates from other engineering studies. 5. Other - specify on the form or by attached
| |
| : 3. Data from other similar plants. sheet. .
| |
| * * " ALL DISCHARGERS SUBMIT THIS TABLE WITH YOUR APPLICATION " * *
| |
| * Dioeherge Cemealma (see deseripetene es page 9.as y er seeng [
| |
| g, NCCWW
| |
| @ Mf4, Mineg geese 008 K SC,3C,4C.SC,7C.17M. 1 23M 001 X LeB.C1,C2.C3.D.E 3
| |
| * 002 X
| |
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| 0 1
| |
| * 007 I 0 008 I I L3.ci 32.c1.D 2 1 010 I NOCW 3 011 X X A.B.C1.C2.C3J J 3 ,.
| |
| 012 I PARTS OF A ami B 3
| |
| * I 013 1 1 I PARTS OR A and R.. 1 J
| |
| * * *
| |
| * SUBMITTHIS TABLE WITH YOUR APPLICATION '"
| |
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