ML17309A830

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Forwards Info Copy of Application for Renewal of Fl Wastewater Permit,FL0002208 Dtd Apr 1996,per Section 3.2.3 of St Lucie Units 1 & 2 Environ Protection Plan
ML17309A830
Person / Time
Site: Saint Lucie  NextEra Energy icon.png
Issue date: 04/03/1996
From: Bohlke W
FLORIDA POWER & LIGHT CO.
To:
NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
L-96-86, NUDOCS 9604080269
Download: ML17309A830 (259)


Text

Florida Power 5 Light Company, P.O. Box128, Fort Pierce, FL34954.0128 April 3, 1996 L-96-86 10 CFR 50.36b 10 CFR 50.4 EPP 3.2.3 U. S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, DC 20555 Re: St. Lucie Units 1 and 2 Docket Nos. 50-335 and 50-389 Enclosed is an information copy of the application, for renewal of the Florida Wastewater Permit, FL0002208. This document is being sent pursuant -to Section 3.2.3 of the St. Lucie Units 1 and 2 Environmental Protection Plans.

On May 1, 1995, US Environmental Protection Agency (USEPA) granted administration authority of the National Pollutant Discharge Elimination System (NPDES) Permit program to the Florida Department of Environmental Protection (FDEP). At that time NPDES Permit FL0002208 for the St. Lucie Units 1 and 2 became Florida Wastewater Permit FL0002208. By letter L-95-150, Florida Power and Light Company provided the NRC an information copy of the State of Florida regulation (DEP 62-620) which the FDEP used to implement transfer of administrative authority.

Should you have any questions on this information, please contact us ~

Very truly yours, W. H. Bohlke Vice President St. Lucie Plant WHB/GRM Enclosure cc: Stewart D. Ebneter, Regional Administrator, Region Senior Resident Inspector, USNRC, St. Lucie Plant II, USNRC 9604080269 960403 PDR ADDCK 05000335'~

P PDR an FPL Group company

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CATEGORY 1 REGULATE  ; INFORMATION DISTRIBUTION, YSTEM (RIDS)

ACCESSION NBR:9604080269 DOC.DATE: 96/04/03 NOTARIZED: NO "

'OCKET N FACIL:50-335 St. Lucie Plant, Unit 1, Florida Power & Light Co. 05000335 50-389 St. Lucie Plant, Unit 2, Florida Power & Light Co. 05000389 AU.H.NAME AUTHOR AFFILIATION BOHLK",W.H. Florida Power & Light Co.

RECI P. NAME RECIPIENT AFFILIATION Document Control Branch (Document Control Desk)

SUBJECT:

Forwards info copy of application for renewal of FL C Wastewater Permit,FL0002208 dtd Apr 1996,per Section 3.2.3 of St Lucie Units 1 & 2 Environ Protection Plan. A DISTRIBUTION CODE: C001D COPIES RECEIVED:LTR ENCL SIZE: T TITLE: Licensing Submittal: Environmental Rept Amdt & Related Correspondence E

NOTES:

RECIPIENT COPIES RECIPIENT COPIES ID CODE/NAME LTTR ENCL ID CODE/NAME LTTR ENCL PD2-1 PD 1 1 NORRIS' 1 1 r

INTERNAL: ACRS 6 6 MTZR 1 1 NUDOCS-ABSTRACT 1 1 OGC/HD&3 1 0 RGN2 DRSS/RPB 1 1 EXTERNAL: LITCO AKERSiD 1 1 NOAC 1 1 NRC PDR 1 1 D

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NOTE TO ALL "RZDS" RECIPIENTS:

PLEASE HELP US TO REDUCE WASTE! CONTACT THE DOCUMENT CONTROL DESK, ROOM OWFN 5D-5(EXT. 415-2083) TO ELZMZNATE YOUR NAME FROM DISTRIBUTION LISTS FOR DOCUMENTS YOU DON'T NEEDI TOTAL NUMBER OF COPI(S REQUIRED: LTTR 15 ENCL 1'4

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Florida Power ck Light Company St. Lucie Plant wastewater Permit Application

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.9604080269

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FLQR A I WASTEWATER PERMIT APPLICATION FORM 1 GENERAL INFORMATION i

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WASTEWATER PERMIT

> FLOR A APPLICATION FORM 1 GENERAL INFORMATION I IDENTIFICATIONNUMBER: Facility ID FL0002208 H CHARACTERISTICS:

INSTRUCTIONS: Complete the questions below to determine whether you need to submit any permit application forms to the Department of Environmental Protection. Ifyou answer yes to any questions, you must submit this form and thc supplemental form listed in thc parenthesis following thc question. Mark "X" in the blank in the third column if thc supplemental form is attached. Ifyou answer 'no to each question, you need not submit any of these forms. You may answer no if you activity is excluded from permit requirements. Sec Section Bof the instructions. Seealso, Section Cof the instructions fordclinitionsof the termsused here.

SPECIFIC QUESTIONS NO FORM ATTACHED A. Is this facility a domestic wastewater facility which X N/A*

results in a discharge to surface or ground waters7 B. Does or will this facility (either existing or X N/A proposed)'nclude a concentrated animal feeding operation or aquatic animal production facility which results in a discharge to waters?

C. Does or will this facility (other than those describe in A. or B.) X 2CS discharge process wastewater, or non-process wastewater regulated by effluent guidelines or new source performance standards, to surface waters?

D. Does or will this facility (other than those described in A. or B.) X 2CG discharge process wastewater to ground waters7 E. Does or will this facility discharge non-process wastewater, not X N/A regulated by effluent guidelines or new source performance standards, to surface waters?

F. Does or will this facility discharge non-process wastewater to X 2CG ground waters?

G. Does or will this facility discharge stormwater to surface waters? X 2F H. Is this facility a non-discharging/closed loop recycle system? X N/A

  • This acility is ue to be connecte to a Regiona POTW m 1997, there ore, the Department as agreed not to require domestic wastewater renewal applications during this application process.

IIINAME OF FACILITY:(40 characters and spaces)

FPL St. Lucie Steam Electric Power Plant DEP Form S24%.9!ott) 1-13 (Effective November 29, l99t)

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Facility ID FL0002208 X EXISTING ENVIRONMENTALPERMITS:

A. NPDES Permit No. B. UIC Permit No. C. Other (specify) D. Other (specify)

~ See Below FL0002208 IWW IO 56-194945 Unit 2 Site Certification DO-56-194903 Unit 1 Sewage Treatment Plant DO-56-226389 Unit 2 Sewage Treatment Plant FDEP Special Permit ¹96S480 Lobster Possession XI MAP: Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its hazardous waste treatment, storage, or disposal facilities, and each well where it injects fluids underground. Include all springs, rivers and other surface water bodies in the map area. See instructions for precise requirements. See Item XI Attachment.

XII NATURE OF BUSINESS (provide a brief description)

Electric power generating station 4

XIIICERTIFICATION (see instructions)

I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the information contained in the application, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment.

W. H. Bohlke arne type or print B. Signature Vice President, St. Lucie Plant ici it e type or print C. Date Signed DEi'orm Q420.9IO(u 1-15 (Elfccrhe Novembet 29. 1994)

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SOURCE: USGS 7.5 MIN. QUAD.

ITEM XI ATTACHMENT T36S, R41E FIGURE 1 FLORIDA POWER AND LIGHT COMPANY SITE LQCATIPN,MAP FLORIDA POWER &. LIGHT CO.

ST. LUCIE NUCLEAR POWER PLANT ST. LUCIE COUNTY

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ITEM XI ATTACHMENT FIGURE 2 FPL ST. LUCIE PLANT OUTFALLLOCATION MAP SWITCH; BIG MUD CREEK noon'PSIORACE 4

INTAKE CANAL IOSJ IIV0 INDIAN RIVER 010 ~L oo~Q e- o 8

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PROPOSED SOUTHEAST EAST Qo 0 Q Cka ESP CkteSs ESP DASIH OVTFALL I I:: nIIQ US'.g., L SOOTH EAS'I Qo 0

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MARICVLTVRE FACILITY I DISCHARCE II II I I I II II I I

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I I INTAKE UNIT T STRUCTURE UNIT 2 OISCHARG E DISCHARGE

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1) Serial No.001-POD 6) Non-equipment Stormwater Drains 1A) Once Through Aux Cooling Unit I Serial No.006B & 006C 1B) Once Through Aux Cooling Unit 2 7) Intake Screen Wash
2) Low Volume Waste - Neutralization Basin Serial No. 007 Serial No.002 8) Hazardous Waste Satellite Accumulation
3) Low Volume Waste - Liquid Radiation Waste Area Serial No.003 9) Hazardous Waste 90<ay
4) Unit No.1 Sewage Treatment Plant Accumulation Area Serial No. 004 10) Evaporation/Percolation Basins
5) Low Volume Waste - Steam Generator Blowdown Serial No.005

= FLOR A WASTEWATER APPLICATION FORM 2CS PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIALWASTEWATER FACILITIES TO SURFACE WATER

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FORM W of/A, CS I FLOR A i WASTEWATER APPLICATION FOR PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIALWASTEWATER FACILITIES TO SURFACE WATERS Facility I.D.Number: FL0002208 Please print or type information in the appropriate areas.

OUTFALL LOCATION For each outfall, list the X,Y coordinates and the name of the receiving water.

(latitude/longitude to the nearest 15 seconds)

A. Outfall B. Latitude C. Longitude D. Name of Receiving Water No. (list)

Deg. Min. Deg.'0 Min. Sec.

'4 001-POD 27 21 05 26 Atlantic Ocean 001A&Bs'02*

27 20 54 80 14 44 Plant Discharge Canal 27 20 53 80 14 55 Plant Intake Canal 03 27 58 80 14 48 Plant Discharge Canal 004* 27 20 52 80 14 55 Plant Intake Canal 005* 27 20 59 80 14 43 Plant Discharge Canal 007* 27 20 52 80 14 41 Plant Intake Canal Proposed* 27 20 36 80 14 28 Plant Intake Canal 11 OUTFALL DESIGN A. Outfall No. B. Design Configuration and Constmction Materials C. Distance D. E. Elevation of F. Receiving from shore Diameter Dbcharge invert Water DePth (MsL) at POD (MSL) 001 - POD Discharge Canal Terminus - Discharges to Two Reinforced N/A N/A N/A N/A Concrete Pipes which exit into Atlantic Ocean (see below)

One Y-Port Diffuser (Unit 1) 1500 ft 12 ft -36 ft -42 ft +/-

One Multi-Port Diffuser (Unit 2) 1959 ft- 16 ft -27 to -38 ft -33 to -44 3375 ft ft +/-

001A&B* Unit 1 and 2 Once-Through and Auxilary Cooling On canal 43 ft*~* +2.5 ft -10 ft +/-

Two Concrete Seal Wells shoreline (width) ese isc arges are intern an not to aters o t e Canal Centerline Four openings for each seal well I

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FORM CS II'ASTEWATER APPLICATION FOR PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES TO SURFACE WATERS Facility I.D.Number: FL0002208 Please print or type information in the appropriate areas.

II OUTFALL DESIGN (Continued)

A. Outfall No. B. Design Configuration and Construction Materials C. Distance D. E. Elevation of F. Receiving from shore Diameter Dirdurgc hivcrt Water Depth (MSL) at POD (MSL) 002* Low Volume Waste - Neutralization Basin On canal 12 inches +2 ft -30 ft +/-

PVC Pipe shoreline 3Q Low Volume Waste - Liquid Radiation Waste <75 ft 3.5 -12 ft +/-

Stainless Steel Pipe from inches cailal shoreline Unit 1 Sewage Treatment Plant On canal 6 inches -3 ft -30 ft +/-

Carbon Steel Pipe shoreline Low Volume Waste - Steam Generator Blowdown <75 ft 4 inches -12 ft +/-

Two Stainless Steel Pipes (Unit 1 and Unit 2) from canal shoreline Screen Wash Water On canal 3ft +9ft -30 ft +/-

Two Concrete Sluiceways (Unit 1 and Unit 2) shoreline Proposed~ Southeast Evaporation/Percolation Basin On canal -30 ft +/-

shoreline I

ese isc arges are intern an not to Waters o t e Canal Centerline

      • Information not available Information to be submitted upon completion of engineering design t

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Facility I.D. Number: FL0002208 CEIVING WATER INFORMATION each surface water that will receive effluent, supply the following information:

B. Check One C. Classification D. Type of Receiving Water A. Name of Receiving Water (see ch.62-302, P.A.C.) (canal, river, lake, etc.)

Fresh Salt or Brackish Attantic Ocean CI ass III - Marme N ears orc hig energy ac E. Minimum 7-day 10-year low flow of the receiving water at each outfall (if appropriate). N/A F. Identify and describe the flow of effluent from each outfall to a major body of water. A suitably marked map or aerial Photographs may be used. See responses to Items IVA and IVB G. Do you request a mixing zone under Rule 62-4.244, F.A.C.2 If yes, for what parameters or pollutants? No OWS, SOURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the effluent, and treatment units labeled to correspond to the more detailed descriptions in Item B. Construct a water balance on the line drawing by showing average fiows between intakes, operations, treatment units, and outfalls. If a water balance cannot be determined (e.g., for certain mining activities), provide a pictorial description of the nature and amount of any sources of water and any collection or treatment measures. See Item IVA Attachment For each outfall, provide a description of: See Item IVB Attachment

1. All operations contributing wastewater to the effluent; including process wastewater, sanitary wastewater, cooling water, and stormwater runoff;
2. The average flow contributed by each operation; and
3. The treatment received by the wastewater.

Use the space on the next page. Continue on additional sheets, if necessary.

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V B. Contd. Facility I.D. Number: FL0002208 (1) (2) Operation(s) Contributing Flow (3) Treatment tfall

~¹ (List) (a) Operation (list) (b) Avg. Flow 8t Units (a) Description (b) List Code from Table 2cs-I 001-POD All operations listed below N/A Ocean Discharge 4-B 001A&Bb 'nit 1 and Unit 2 Once-Through 1,245 MGD Screening and Auxilary Cooling Water Chlorination Discharge to Surface Waters 4-A Low Volume Waste- 0.038 MGD Neutralization 2K Neutralization Basin Effluent Discharge to Surface Waters 4-A 003* Low Volume Waste- 0.008 MGD Filtration Liquid Radiation Waste Ion Exchange 2-J Discharge to Surface Waters 4-A Unit 1 Sewage Treatment Plant 0.005 MGD Grinding (comminutor) 1-L Activated Sludge 3-A Disinfection 2-F Discharge to Surface Waters 4-A 005* Low Volume Waste- 0.006 MGD Reuse/Recycle 4-C Steam Generator Blowdown Discharge to Surface Waters 4-A Intake Screen Wash Water 0.021 MGD Screening Discharge to Surface Waters 4-A Proposed* SE Evaporation/Percolation Basin 0.055 MGD Sedimentation (Settling) 1-U Evaporation 1-F Percolation 1-Y Discharge to Surface Waters 4-A I ese lsc arges are lnterna an not to aters o t e

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V Contd. Facility I.D. Number FL0002208

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Except for storm runoff, leaks, or spills, are any Yes (complete the following table) of the

~o discharges described in Items (go to D. below)

II-A or B intermittent or seasonal?

(I) (2) (3) Frequency (4) Flow Outfall Operation(s) Contributing Flow (a) Flow ilare (b) Total Vdume

¹ (List) (List)

(a)

Days per Week Moruhs pcr Yr. (in mgd) (specify with units)

(c)

Duration (specify avg.) (specify avg.) (in days)

Long Tenn Avg. hlaz. Daily Long Tum Avg. h(aa. Daily Low Vdume Waste - Neutralization Basin l2 0.208 0.27S hlo hlG Low Vdume Waste- Liquid Eadiation Waste l2 0.03l 0.0tO 0.03) MG 0.0tO MG Low Vdumc Waste-stcam Generator Blowknn lfg wks l2 0.06$ 05(6 0.06$

MG'.27S MG, 0~ hlG l.500'.208 Ituakc sercen Wash Water 0.254 0.2$ 4 MG 3.0$ 3 MG Proposed Outfsa SE Evaporation/Percdatioa Basin L400v 20.000 l4'

'stimated D. Describe practices to be followed to ensure adequate wastewater treatment during emergencies such as power loss and equipment failures causing shutdown of pollution abatement equipment of the proposed/permitted facilities. See Item IVD Attachment E. List the method(s) and location(s) of flow measurement. See Item IVE Attachment V, PRODUCTION r A. Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility?

Yes (complete Item V-B) ~ No (go to Section VI)

Are the limitations in the applicable guideline expressed in terms of production (or other measure of operation)?

Yes (complete Item V-C) ~ No (go to Section Vl)

C. If you answered "yes" to Item V-B, list the quantity which represents an actual measurement of your level of production, expressed in the terms and units used in the applicable effluent guideline, and indicate the affected outfalls.

1. AVERAGE DAILYPRODUCTION 2. Affected Out(alla (list outfall nos.)

~ . Quantity per Day

b. Units of Measure c. Operation, Product;,Materials, Etc. (specify)

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Facility I.D. Number: FL0002208 VI. IMPROVEMENTS Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement order, enforcement compliance schedule letter, stipulations, court orders, and grant or loan conditions.

Yes (complete the following table) ~ No (go to Item VI-B)

l. Idcraificaron of CoraBtion, hgreement, Btc. 2. hffccted Outfalla 3. Brief DcacriFtktn of Prelect 4. Final Compliance Date
b. Source of Ditcbarge i B. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (or other environmental projects which may affect your discharges) you now have underway or which you plan. Indicate whether each program is now underway or planned, and indicate your actual or planned schedules for construction.

t X See Mark "X" if description of additional control programs is attached.

Item IVB Attachment narative, last section TAKE AND EFFLUENT CHARACTERISTICS A, B, & C: proceeding-Complete one set of tables for each outfall Annotate the outfall number in the I See instructions before space provided. NOTE: Tables VII-A, VII-B, and VII-C are included on separate sheets number VII-1 through VII-9.

D. Use the space below to list any of the pollutants listed in Table 2CS-3 of the instructions, which you know or have reason to believe is discharged or may be discharged from any outfall. For every pollutant you list, briefly describe the reasons you believe it to be present and report any analytical data in your possession.

1. Pollutant 2. Source 1. Pollutant 2. Source N/A

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Facility I.D. Number: FL0002208

. POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS any pollutant listed in Item Vll-C a substance or a component of a substance which you currently use or manufacture as an rmediate or final product or by-product?

YES (list all such pollutants below) X NO (go to IX)

IX BIOLOGICALTOXICITYTESTING DATA Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your L discharges or on a receiving water in relation to your discharge within the last 3 years?

YES (identify the test(s) and describe their purposes below) NO (go to Section X)

Ninety-six hour static renewal definitive toxicity tests were conducted in conjuction with the use of the biocide Clamtrol CT-1 at OSN 001 on a once per six month interval ending July 27, 1994, These tests were conducted using Mysidopsis balna and Menidia beryllina.

CONTRACT ANALYSIS INI<'ORMATION Were any of the analyses reported in Item VII performed by a contract laboratory or consulting firm?

YES (list the name, address, telephone number, and certification number of, and pollutants analyzed by each such laboratory or firm below)

NO (go to Section Xt)

A. Name B. Address C. Telephone D. Pollutants Analyzed (list) tara cod<< ta no.)

Savannah Laboratories 414 S. W. 12~ Avenue (305)421-7400 TOC, Cyanide, TKN, Phenols, BOD, Certification ¹ - E5607 Dcerfield Beach, Fla 33442 Surfactants, Color (all but OSN 003)

Savannah Laboratories 6712 Benjamin Rd. Suite 100 (813)885-7427 All analyses for OSN 003 Certification ¹-E84282 Tampa, Fla 33634 East Coast Labs 1500 S. 29th St. Suite 4 (407)461-3162 Fecal Coli forms

'fication ¹-E86352 Ft. Pierce, Fla 34947

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Facility I.D. Number: FL0002208 XI CONNECTION TO REGIONAL POTW Indicate the relationship between this project and area regional planning for wastewater treatment. List steps to be taken for this industrial wastewater facility to become part of an area-wide wastewater treatment system.

At the present time, FPL is not aware of any plans for a regional industrial wastewater treatment facility. Should such a facility be constructed, FPL will study the feasability to become part of the system.

I-A CERTIFICATIONS FOR NEW OR MODIFIED FACILITIES This is to certify the engineering features of this pollution control project have been designed by me and found to be in conformity with sound engineering principles, applicable to the treatment and disposal of pollutants characterized in the permit application. There i is reasonable assurance, in my professional judgment, that the pollution control facilities, when properly maintained and operated, will discharge an effluent that complies with all applicable statutes of the State of Florida and the rules of the Department. It is also agreed that the undersigned, if authorized by the owner, will furnish the applicant a set of instructions for the proper maintenance and operation of the pollution control facilities and, if applicable, pollution sources.

L Signature Company Name Address:

Name (please type)

Florida Registration No:

Telephone No. Date:

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Signature Name & Official Title (type or print)

Date Signed Telephone No. (area code & no.)

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Facility I.D. Number: FL0002208 XII-8 CERTIFICATIONS FOR PERMIT RENEWALS is is to certify the engineering features of this pollution control project have been examined by me and found to be in conformity h sound engineering principles, applicable to the treatment and disposal of pollutants characterized. in the permit application. There s reasonable assurance, in my professional judgment, that the pollution control facilitics, when properly maintained and operated, will discharge an effluent that complies with all applicable statutes of the State of Florida and the rules of the Department.

Ra L. L erl P.E. Consultin En ineer Signature Company Name Ra L. L erl Address: 2211 Watrous Diive Name (please type) Dunedin Florida 34698 iiilllllttttt Florida Registration No: QE11 9-ZS-96 STATE OF oi ttt ttttllllllll ify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information I submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

i W. H. Bohlke Vice President St. Lucic Plant Name & Official Title (type or print) Signature I 407 465-3550 Telephone No. (area code & no.) Date Signed

ITEM IVA ATTACHMENT FPL - ST. LUCIE PLANT INDUSTRIALWASTEWATER PROCESS FLOW DIGRAM (Estimated Flows Based on 1995 Process Data and Average Rainfall)

Ft. Pierce City Water Atlantic Ocean 114 mgy Unit ¹1 Sewage 1.7 mgy Treatment Plant Mangrove OSN 004 Flushing 26 mgy Non-Equipment Area (OSN 006)

Stormwater Drains Intake Canal Once-Through Lobster Low Volume Waste- 14 mgy Neutrallzation Basin and Auxiliary Culturing OSN 002 Equipment 15 mgy- Cooling Water Demineralize re 93 mgy n e creen Wash Water Unit ¹1 Unit ¹2 OSN 00 qu pment 26 Runoff Drains (city mgy water 8 storm water 1.9 Evap/Pere Atmosphere Unit ¹2 Sewage Treatment Plant Low Volume Waste-Steam Generator Blowdown OSN 005 2.1 mgy Discharge Canal OSN 001 Low Volume Waste-Radwaste Discharge OSN 003 2.9 mgy Unit ¹2 Unit ¹1 Multiport Y-port DNuser DNuser Legend: Atlantic Ocean OSN Outfall Serial Number Normal Path


. Alternate Path Proposed Path

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ITEM IVB ATTACHMENT ST. LUCIE PLANT GENERAL DESCRIPTION AND DISCUSSION OF MAJOR PROCESSES AND ASSOCIATED WASTE STREAMS The FPL, St. Lucie Plant is located on Hutchinson Island in St. Lucie County, at latitude 27'20'54" and longitude 80'14'44", about twelve miles north of Stuart, Florida. FPL property covers 1,132 acres and is at about the midpoint of Hutchinson Island. See attached site location map (Figure 1).

The plant site contains two nuclear units. Both St. Lucie nuclear units are 850 MW net facilities utilizing pressurized water reactors. Construction, design and operational aspects are essentially the same for both units. Both units share common once-through cooling water intake and discharge canals. Separate ocean intake and discharge pipes withdraw from and discharge to the Atlantic Ocean fiom the canals. Individual ocean discharge pipes may be isolated independently. See attached outfall location map (Figure 2).

4 There are three ocean intake structures for Unit 1 and Unit 2. The intake structures in the Atlantic Ocean contain vertical sections to prevent sanding and velocity caps to minimize entrapment of marine organisms. Horizontal entrance velocities at the velocity cap boundaries are estimated to be about one foot per second.

The NPDES wastewater discharges from the St. Lucie Plant presently include once-through cooling water, steam generator blowdown, radwaste discharge, neutralization basin discharge, sewage treatment plant discharge (Unit No. 1), intake screen wash waste water and stormwater associated with industrial activity. Equipment area floor drains are routed to oily waste separation systems prior to ultimate discharge to the two storm water settling basins. (See Form 2CG for details). FPL proposes a new discharge from the Southeast Basin, which receives overflow from these two basins. This discharge outfall would be used during periods of heavy rainfall which could potentially damage important plant equipment.

Figure 2 shows the location of these basins as well as the NPDES serialed discharge points.

Two other point source discharges are present on the site that, as determined through discussions with EPA, are not serialed discharges. They are:

Mangrove flushing water Mariculture facility Man rove Flushin Water In order to enhance the growth of isolated mangrove trees located on the east side of the plant and bounded by the plant discharge canal, State Road A1A, and the plant intake canal, seawater is pumped from the intake canal on a seasonal basis onto the discharge canal side of the mangrove area. This seawater is allowed to flow, by gravity, back toward the intake canal. At the discharge pipe into the intake canal, stop logs are used to regulate water level in the mangrove area and simulate flushing that would naturally occur due to tidal action.

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The flushing and water level control are optimized to help control mosquito growth as well.

At the proper time, the stop logs are removed and the uncontaminated seawater is'returned to the intake canal. In a letter from Bruce Barrett, dated August 11, 1987, EPA concurred that, "... such a discharge would not require an NPDES permit."

Mariculture Facili In 1990, FPL requested permission from EPA and the Florida Department of Environmental Regulation (now the DEP) to construct and operate a spiny lobster (Panulirus argus) c'ulturing project. Larval lobsters are captured in the plant's intake canal, allowed to grow to a predetermined size and then released into the Atlantic Ocean. This facility can accommodate up to two thousand lobsters annually and may be utilized for the culture of other marine organisms in the future. This facility is not considered a point source for NPDES purposes (40 CFR 122.24 and Appendix C) since the facility would produce less than 100,000 pounds of aquatic animals per year.

Ma or Plant Processes Generatin Wastewater Major processes at the St. Lucie Plant which generate wastewater as a function of operating activities for the purpose of steam production to generate electricity are:

Once-through cooling water and auxiliary cooling water systems Steam generator makeup water purification (neutralization basin)

Radwaste system Steam generator blowdown Intake traveling screen water wash Once-Throu h Coolin Water and Auxilia Coolin Water - OSN 001 The plant utilizes a total of eight circulating water pumps (four per unit) having a nominal total capacity of 968,000 gpm (800,000 gpm minimum to 1,120,000 gpm maximum depending on condenser cleanliness) to supply once-through cooling water to Units 1 and

2. The once-through condenser and auxiliary cooling water systems discharge through pipelines into the Atlantic Ocean. One discharge pipe utilizes a Y-port diffuser which discharges approximately 1500 feet from shore. The other discharge pipe utilizes a multi-port diffuser designed with 58 ports, each port being about 16 inches in diameter. The length of the multi-port diffuser is 1,416 feet beginning 1959 feet from shore. The spacing between ports is 24 feet. The diffuser manifold is optimized with ports alternately oriented north and south at an angle of 25 degrees from the manifold. The discharge of heated water through the Y-port and multi-port diffusers ensures distribution over a wide area and enables a more rapid and efficient mixing with ambient waters.

Two additional minor effluent streams addressed in the current NPDES permit as discharging into the discharge canal are from the steam generators, with monitoring for boron at the POD (see Figure 2 for location), and the refueling water storage tank / non-aerated water hold-up tanks. The latter of these two effluent streams is normally treated in by the liquid radwaste system for further reduction of radioactivity. The refueling water storage tank, whose contents are used for safety injection and refueling water, contains 500,000 gallons

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of water with a 2000 ppm boron content. There are four, forty thousand gallon non-aerated water hold-up tanks which hold reactor coolant bleed-off or drain down water. Both of these discharges occur very infrequently.

Boron discharges from the steam generator to the discharge canal are described under steam generator blowdown. Based on FPL's calculations, the maximum concentration of boron anticipated at the NPDES compliance point (the POD) during release of the steam generator would be less than 0.1 ppm. This determination is based on the following assumptions: The lowest possible dilution from one operating unit at 30% power would be two circulating water pumps plus two auxiliary cooling water pumps. The subsequent flow in the discharge canal would be 271,000 gpm. Using the maximum blowdown possible from both steam generators (240 gpm) at ten times the upper limit of anticipated boron concentration (100 ppm), the maximum increase of boron in the discharge canal would be less than 0.1 ppm. The ambient boron concentration of the receiving body of water (the atlantic Ocean) is approximately 4.0 ppm. Thus, the increase in the discharge canal boron concentration from the steam generator blowdown discharge is not significant.

The once-through cooling water system is presently chlorinated at a maximum of two hours per day per unit for micro- and macrobiofouling control. In addition, the present NPDES permit allows the use of Betz Clam-Trol (CT-1) as a biocide for treatment of these systems.

FPL is no longer using this biocide and is, therefore, requesting that any language concerning the use of CT-1, along with the whole effluent toxicity testing associated with the use of this biocide, be deleted from the renewed permit.

As a replacement for the biocide treatment, FPL is in the process of installing mechanical condenser tube cleaning systems on both units. A system on Unit 2 went into operation in January 1996 and a system is planned for installation on Unit 1 in the spring of 1996. These systems utilize sponge balls that are about 23 mm in diameter, which are forced through the condenser tubes. Approximately 1800 sponge balls are utilized at one time,per condenser waterbox. There are four waterboxes per condenser on each unit. The sponge balls scrub the tubes as they pass through. Downstream of the con'densers, the sponge balls are captured by a ball strainer. The ball strainers have grills with 5 mm spacings that prevent the balls from passing through the waterbox outlets and into the plant discharge system.

The ball strainer grills funnel the sponge balls to pipes on the side of the strainer housings where the balls are sucked out of the circulating water flow by a recirculating pump. The sponge balls pass through the recirculating pump to the ball collectors. Ft. Pierce City water is utilized for seal water for the recirculation pumps at a rate of approximately 3.5 gpm. The sponge balls normally pass through the ball collectors and are returned to the inlet side of the condensers for another cycle through the condensers. When the sponge balls begin to wear out, they are collected in the ball collector. The recirculating pump is shutdown and the worn out balls are removed and new balls added to the ball collector.

The St. Lucie Plant employs Best Management Practices for the control of sponge ball loss to the environment from the tube cleaning systems. For example, sponge balls are being inventoried and sponge ball loss to the environment reported to FDEP Bureau of Protected Species during the first year of operation. If sponge ball loss poses adverse impact to local sea turtle populations, FPL shall initiate measures to eliminate known causes of the losses.

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In addition to Once-Through Cooling, up to 58,000 gpm of ocean cooling water is pumped using auxiliary cooling water pumps through the auxiliary equipment heat exchangers. The solution being cooled by these heat exchangers, which in turn directly cools in-plant machinery, contains 200-500 ppm of sodium molybdate, 200-500 ppm of sodium nitrate, and 10-30 ppm of tolytriazole. Normally this part of the system is closed, i.e., it recirculates much like an automobile cooling system. Should a leak occur in a heat exchanger, a small amount of the molybdate solution could be released. The water level in this system is carefully monitored so leaks can be identified and repairs made. Due to the large volume being discharged to the common discharge canal through the "open" part of the cooling water system, it is anticipated that these minor leaks would not be detectable at the heat exchanger outlet and certainly would not be detectable at the POD in the discharge canal.

Low-level chlorination of the auxiliary cooling water is utilized.

Neutralization Basin - OSN 002 Water for general plant use is purchased from the City of Fort Pierce and stored in the City Water Storage Tanks. Water for plant system make-up is further processed by carbon filtration for removal of suspended solids (organic and inorganic), as well as removal of any residual chlorine that may be present. It is then treated by use of a cation resin where cations such as Mg" and Ca" are removed. Next, the water passes through an anion resin where anions such as SO4 and C1 are removed. Finally it passes through a polishing mixed bed consisting of anion and cation resins.

After repeated use, ion exchange capacity of the anion and cation resins becomes exhausted and must be returned to its original capacity (regenerated). Cation resins are regenerated with H,SO, (sulfuric acid) where H'eplaces the cations exchanged by the resin during the demineralization process. The anion resin bed is regenerated with NaOH (sodium hydroxide) where OH replaces anions exchanged by resins during demineralization. The final polishing mixed bed anion/cation resin demineralizer also requires regeneration with NaOH/H,SO4 but at a, lesser frequency than the cation and anion demineralizers.

Certain steps from the anion and cation demineralizer regeneration process which generates corrosive (RCRA) wastes are routed to a Totally Enclosed Treatment Facility where pH is adjusted to between 2 and 12.5 SU. This effluent is then routed to the lined neutralization basin which already contains effluent from anion and cation demineralizer regeneration which is not corrosive by RCRA criteria. From the neutralization basin, the pH of each batch is checked and adjusted as necessary prior to discharge to the evaporation/percolation basins or the intake canal.

The carbon filters are backwashed with city water to remove trapped, suspended solids previously filtered from that water. This water is discharged to the evaporation/percolation basins.

Ll uid Radwaste S stem Batch Releases - OSN 003 The flow from the radwaste treatment system is intermittent. The system has been modified to permit a maximum estimated flow of 250 gpm. This waste stream originates from various maintenance and operational activities which take place in the reactor auxiliary building

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(RAB) and is processed for radioactive reduction by ion exchange resins and low micron filtration systems. Effluent from this system does not normally contain any metal cleaning wastes.

FPL is considering process for the reduction of radioactive solid waste which could increase the chemical characteristics of the above effluent. It involves the use of consumable materials made of Polyvinyl Alcohol, which can be dissolved in hot water and discharged via the liquid radwaste system. Preliminary testing indicates that this process would increase the BOD of the effluent dependent upon the amount of material processed.

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Steam Generator Blowdown - OSN 005 As mentioned previously, high purity make-up water is generated at the St. Lucie Plant by a water treatment plant by way of carbon filtration and ion exchange demineralization. Much of this high quality water is routed to the secondary system and steam generators as makeup for the water/steam cycle. Ammonium hydroxide'is added for pH control and catalyzed hydrazine (Amerzine) is added for oxygen removal. Undesirable contaminants such as chlorides from condenser leaks can contaminate the steam generator water. Strict operating specifications require that suspended and dissolved solids be maintained at very low levels, therefore, to keep the contaminants at these low levels, a continuous steam generator blowdown is required. This blowdown is either recovered or routed to the discharge canal. The concentration of hydrazine in these discharges during plant operation normally ranges from 25 ppb to 2 ppm.

During overhauls and/or refueling outages the steam generators, feedwater systems, and/or condensers may be placed in a static mode where the internal metal surfaces of these components must be protected from corrosion. The typical method used is to fill the system with a hydrazine/ammonia/demineralized water solution. This solution which contains up to 300 ppm hydrazine must then be drained and discharged to the plant's discharge canal.

These discharges normally occur approximately every eighteen months per unit during refueling operations or during any periods of extended maintenance.

FPL has monitored the discharge canal extensively at EPA's request from 1989-1993 during periods of "wet lay-up" discharge and found the hydrazine values, due to the rapid break-down of hydrazine upon exposure to oxygen in the environment and through dilution, to be between <5 ppb and 16 ppb at the point of discharge (POD) with most of the values being

<5 ppb (the detection limit for hydrazine).

During normal plant operations, each steam generator contains 5-10 ppm boric acid. The plant's current NPDES permit allows boron discharges up to 4.0 ppm above ambient (as defined in Serial 001 of the permit) This limitation allows for discharges from the refueling

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water storage tank and nonaerated water hold-up tanks. The steam generator does not discharge at exactly the same location, but the point of discharge is less than two hundred feet away from the condenser outlet.

Based on FPL's calculations, the maximum concentration ofboron anticipated at the NPDES compliance point (the POD) would be less than 0.1 ppm. This determination was based on the following assumptions. The least possible dilution flow from one operating unit at 305

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MW power would be two circulating water pumps plus two auxiliary cooling water pumps.

The subsequent flow in the discharge canal would'be 271,000 gal/min. Using the maximum blowdown possible from both steam generators (240 gal/min) at twice the upper limit of anticipated boron concentration (e.g. 100 ppm) the maximum increase of boron in the discharge canal would be less than 0.1 ppm. The ambient boron concentration of the receiving water body (e.g., the Atlantic Ocean) is greater than 4.0 ppm).

Intake Travelin Screen Wash Water - OSN 007 Two 1060 gpm capacity traveling screen wash pumps located on both Units 1 and 2 at the St. Lucie Plant intake structure withdraw ocean water for traveling screen cleaning. The traveling screens are used to prevent debris from reaching the condensers. One pump (the other standby) is normally in operation on each unit for two hours per day, at an average wash flow of 90 gpm per unit. The wash water is returned to the intake canal through a collection sump and drain system.

Other Processes Generatin Wastewater There are two waste streams at the St. Lucie Plant which are not a function of electrical generation operating activities. They are:

~

Sewage treatment plants

~ Non-equipment area storm water runoff Unit 1 Sewa e Treatment Plant - OSN 004 Sanitary wastes from shower, water closets, and other personnel-related waste waters; and some spent plant laboratory wastes are routed to the Unit 1 sewage treatment plant (OSN 004). The Unit 1 sewage treatment plant (STP) has a design capacity of 17,000 gpd. It discharges into the intake canal. Domestic sludge generated from this plant is analyzed annually for 40 CFR 503 pollutants. The sludge is transported to the Indian River County Regional Treatment Facility in Gifford, Florida.

Non-e ui ment Area Storm Water Run-off - OSN 006 Two non-equipment area stormwater discharges are made to the cooling water intake canal or mangrove impoundments. These streams originate from areas of the plant such as roadways, parking lots, and building storm drains and are covered in section 2F of this application.

Pro osed Outfall from Southeast Eva oration/Percolation Basin FPL proposes a discharge from the Southeast Evaporation/Percolation Basin to the plant intake canal. This discharge would be used when local rainfall amounts result in pond levels that threaten plant operating equipment. The discharge opening would be designed higher than normal basin operating level and would have a valve that would normally be locked closed. A staff gauge located in the basin would. be routinely checked and when levels are such that a discharge becomes necessary, the valve could be opened, and the discharge

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monitored for flow and required chemical parameters. Previous history indicates that this discharge would be required approximately two times per year.

This discharge is in the planning stage. Engineering design will be submitted upon completion.

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'vWg~+ ~g PROPERTY BOUNDARY J

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EDEN 1983 QUAD. ITEM IVB ATTACHMENT SOURCE: USGS 7.5 MlN. QUAD.

T36S, R41E FlGURE 1 FLDRIDA POWER AND UGHT COMPANY

$ ITE LOCATIOM MAP FLORIDA POWER & LlGHT CO.

ST. LUCIE NUCLEAR POWER PLANT ST. LVCIE COUNTY

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ITEM IVB ATTACHMENT FIGURE 2 FPL ST. LUCIE PLANT OUTFALLLOCATION MAP CQ 'S...

gD SloRAGE BIG MUD CREEK Qe INTAKECANAL wEST CI ~ 'p~rQTD~ g 0 I INDIAN RIVER SOOT Qlo

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SOVTH EAST Q..: 2 Qo EAST PAR KING LOT

~ MANGROVE FLVSIRHG OISCHARGE Qe EAST PARKING LOT 000C 22 CI m

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~ MARCVLTVRE FACILITY OOCHARGE X

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I I I I INTAKE UNIT I STRUCTURE UNIT 2 DISCHARGE DISCHARGE 10fffflff0 I Ff ffffffffffflHA

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1) Serial No.001-POD 6) Non-equipment Stormwater Drains 1A) Once Through Aux Cooling Unit 1 Serial No.006B 8 006C 1B) Once Through Aux Cooling Unit 2 7) Intake Screen Wash
2) Low Volume Waste - Neutralization Basin Serial No. 007 Serial No.002 8) Hazardous Waste Satellite Accumulation
3) Low Volume Waste - Liquid Radiation Waste Area Serial No.003 9) Hazardous Waste 90<ay
4) Unit No.1 Sewage Treatment Plant Accumulation Area Serial No. 004 10) Evaporation/Percolation Basins
5) Low Volume Waste - Steam Generator Blowdown Serial No.005

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ITEM IVD ATTACHMENT ST. LUCIE PLANT PRACTICES TO ENSURE WASTEWATER TREATMENT DURING POWER LOSS OR EQUIPMENT FAILURE Most treatment system components at the St. Lucie Plant are "passive" in nature and are, therefore, not impacted by power failures. Exceptions are the various pumps which serve some of these systems. In these situations, added "surge" capacity has been included in the design to accomodate power loss. In many instances, such as in the sewage treatment plant, dual pumps are used for system redundancy. In addition, the plant has a maintenance department staffed or "on-call" twenty-four hours a day for maintenance and repair of the systems.

In that the St. Lucie Plant is a nuclear facility, all power losses to the site are managed with a high priority. Any loss of power is usually brief and should not affect waste treatment to any significant degree.

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I ITEM IVE ATTACHMENT ST. LUCIE PLANT METHOD AND LOCATION OF FLOW MEASUREMENT Below is listing of the methods of flow calculation for the outfalls which discharge to surface waters.

1. 001 - Condenser Once-Through and Auxiliary Equipment Cooling Water Flow is based on pump design flow and pump run times.
2. 002 - Low Volume Waste - Neutralization Basin Flows are based on basin volume calculated prior to each batch discharge.
3. 003 - Liquid radiation Waste Flows are based on tank volume calculated prior to each batch discharge.
4. 004- Unit 1 Sewage Treatment Plant Flow is based on calibrated flow integrator read on a daily basis.
5. 005 - Steam Generator Blowdown Flow measurement method to be based on final design of the discharge structure.
6. 007- Intake Screen Wash Flow is based on pump design flow and typical run times.
7. Pro osed Dischar e from SE Eva oration/Percolation Basin-Flow measurement method to be based on final design of the discharge structure.

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W Facility ID No.: FL0002208 Out 001-POD PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VH INTAKE AND EFFLUENT CHARACTERISTICS PARTA- You mustprovidethe resultsofatleastoneanalysis for every pollutant in this table. Completeone table for each outfall. See instructions for additional details.

2. Effluent 3. Units 4. Intake (optional)

Pollutant u htax. Daily Value b. hlax. 3()stay Value c. long Tam Value rl No. of a. Conccn- a. Long Tean Avg. Value b. No. of 001 POD (1) Cexcntimioa (2) Mass (1) ~ion (1) Gxaoetxratioa (2) Mass Analyses tiauon (1) Concentration (2) Mass Analyses 17 Biocbem)od Oxygen Dematst (CBODe)

b. Chemical Oxygen 1100 810 Dematst (COD)
c. Total Organic Carbon 3.7 (roc)
e. Total Nitrogen (as N) <0.10
f. Amnxmia (as N) <0.28 <0.28 1477 1418 MGD 1418 MGD Vdue St,700
j. Te pcraturc (winter) 31.7 31.7 18.9
k. T mperauxe (scunner)

I. pH hlin. 8.09 Max. 8.11 Mux STANDARD UNftS Oa )oeea nine ta PART B - Mark X in column 2a for each pollutant you know or have reason to believe is present. Mark X in column 2b for each pollutant you believe to be absent. Ifyou mark column 2a for any pollutant which is limited either directly, or indirectly but <<xpressly, in an effluent limitations guideline, you'must pmvide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge.. Complete one table for each outfall. See the instructions for additonal details and requirements.

3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS
b. be- a. Maximum Daily Value s. tseu rene every. Vates of avsnatte) d. No. of a. Concen- b. Mass a. Long Term Avg. Value b. No. of No. (if ava'dable) a. Mal. Seat)ay Valse (if seeasete) t ieveet Analyses tration Analyses (l) Cosoennaos
a. Bromide (tasstaehs) X 67 65
b. CMorbtc, Teal Resitual < 0.01 < 0.01 < 0.01 365 <0.01
c. Color 10 C.U. 10
d. Fecal Coliform MF/100 ML
e. HuOride (tssssase) X 3.28 3.31
f. Nitrate-Nitrite (es 10 X <0.04 < 0.01 Forte 6h(120.910(3)2CS. Effective November 29, 1994 VII-I

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W W W W W W Item VII-B Facility I.D. No. FM002208 Out . 001-POD

2. Mark X 3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS No.
b. Max. Ader (i( acababb)

(ifavailable) ~ . ae ~ . Maxieexe Oaar Vabce Vabca c. Iccex Tcm Accx. Ve)N (d aeaaabb) d. No. of b. a. Iccax recce Acccaie Vabce

%cve4 Maxi abcccx Analyses (I) Ccecccccaooe

g. Nitrogen, Total Organic X <0.10 0.38 (as N)
h. Oil and Grease X <5 <5
i. Phosphorus, Total (as P) 0.036 (7723-144)

'c;x w (I) Alpha, Total 160 +/ - 410 pCi/I 54 +/ -380 (2) Beta, Total X 540 +/ -370 300 +/- 370 (3) Radium, Total X (4) Radium 226, Total X

k. Sulfate (as SO/ tt(m-294)
l. Sulfide (as S) X
m. Sulfite (as SO,) f426343-3) X
n. Surfactants X <0.1 mg/I < 0.1
o. Aluminum, Total (7429-9M)
p. Barium, Total (744M93)
q. Boron, Total 3.9 3.8 (7440424()
r. Cobalt, Total (7440464)
s. Iron, Total 0.7 mg/I 0.920 (7439496)
t. Magnesium, Total X (7439-~)
u. Molybdenu, Total 0.013 mg/I 0.017 (7439-98-7)
v. Manganese, Total f7439-966)
w. Tin, Total (7440-31-5) X
x. Titanium, Total < 0.01 < 0.01 (744(b326)

Fccin 62&9.9IO(5)2CS, Effccxivc Noexixbct 29, l994 VII-2

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W W W W W W W W Facility I.D. No. FL000220 1 No. 001-POD PART C - If a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in ctions to determine which of the GC/MS fractions you must test for. Mark "X" in 2a for all GC/MS fractions that apply to your indusuy and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-pmcess wastewater outfalls, and non-required GC/MS fractions),

mark X'n column 2b for each pollutant you know or have reason to believe is present. Mark X in column 2c for each pollutant you believe is absent. Ifyou mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must pmvide the results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrolein, acrylonitrile, 2,4,dinitmphenol, or 2-methyl',6 dinitmphenol, you must provide the results of at least one analysis for each of these pollutants which you know or have mson to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly describe the reasons thc pollutant is expected to bc discharged. Note that there arc 7 pages to this patt; please review each carefully. Complete one table (all 7 pages) for each outfall. Sec insuuctions for additional details and requirements.

1. Pollutant and 2. Mark 3. Effluent 4. Units 5. Intake (optional)

CAS Number "X'.be c be. a S(aabaoa Daily Ve)ee b. Max. Saeay Vabae 6( eeaaabbe) c. tace Teao Aeee. Vaae 6( aeababee) d. No. of a Soc lm aoaee coo a 4 (ifavailable) Sew4 Seal

b. Oa aaoao Mass yeeicea abeas Analyses eo~
I)IETALS)'YANIDE;AND... TOTAL',:PHENOLS):,i::i::,"".'::'(";

IM. Antimony, Total X < 0.05 ug/I < 0.05 (7440-364) 2M. Arsenic, Total 0.0022 mg/1 0.0021 (7723-144) 3M. Betyllium, Total X < 0.005 < 0.005 (744041-7) 4M. Cadmium, Total < 0.005 < 0.005 (74043-9) 5M. Chromium, Total < 0.01 < 0.01 (744047-3) 6M. Copper, Total (yeebsas) X <0.001 < 0.001 7M. Lead, Total ()439-92-1) X 0.0026 < 0.005 8M. Mercury, Total X <0.00020 ug/1 < 0.0025 (7439-97-6) 9M. Nickel, Total p440020) X < 0.04 < 0.04 IOM. Selenium, Total < 0.01 mg/1 < 0.01 (778249-2) 11M. Silver, Total (yeas~ X < 0.01 ug/1 < 0.01 12M. Thallium, Total < 0.01 < 0.01 (7440-284) lSM. Ziae, Tool (74(0666) < 0.02 < 0.02 14M. Cysaide, To(st < 0.01 < 0.01 (s7-12-s)

ISM. ttacaats, Tool <0.010 < 0.01 2A)A.Tecoeabeeodibeeao Myieaia (syslo)4)

X Fossa 62-620.9IO(S)2CS. El(co(lee t(oeeasbcs 29, 199(

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W W

1. Pollutant and CAS Number (ifavailable)
2. Mark X'. Meaaaan rsanr Vaaea
3. Effluent ra Srav. yneay Vaaea (er avaQaare) c. reeve Teem Aves. Yasae of avacaare)

Facility I.D. No.FL0002208 Out

d. No. of Analyses
4. Units b.

Mass a+ ta pwgo Va

. 001-POD

5. Intake (optional) asar
! GCOIS FRACTION::-:;.;VO 'ATILE'COWeIPOUNDS.:.'.-',;,;

IV. Acrolein (107424) X < 50 < 50 2V.,Acrylonitrile (107-13-1) X < 17 ug/I < 17 3V. Benzene (7143-2) X < 0.80 ug/I < 0.8 5V. Bromoform (75-25-2) < 2.3 ug/I < 2.3 6V. Carbon Tetrachloride X < 0.95 ug/I < 0.95 (56-23-5) 7V. Chlorobenzene < 3.4 ug/I < 3.4 (108-90-7) 8V. maxed ae ~r X < 1.2 ug/I < 1.2 (12448-I) 9V. Ch! orocthane (7540-3) X < 2.6 ug/I < 2.6 10V. 2-Chloto<thylvinyl X < 1.2 ug/I < 1.2 Ether (110-754)

I IV; Chloroform (67-66-3) < 0.55 ug/I < 0.55 l2Y, DidJorobromcrncrhane, < 0.80 < 0.8 (7S-274) l3V. Dkbkrov5fl~ < 0.95 (7S.yl4) l4V. I,I.Dicbkroethanc (7$ 34-3) < a65 < 0.6S ISV. I4Dicblorocrhanc (l074)6.2) < 0.95 I6Y. I,I.D~nc (75-3$ 4) l7V. I4Dichkrofrrfane (7W7% < 0.95 lsv. I+Dichkrotarcseykne < 5.0 < 5.0 (542-7$ 6) l9V. Erhytbenrenc (l004td) < 0.65 < 0.65 20V. Merbyt Bromide (7443-9) X < 0.9S 21V. Methyl Chloride < 1.8 ug/I < 1.8 (74-87-3) fora Q620.9!0(5)2CS, Effeerive November 29. 199I VII-4

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m m w w Facility I.D. No. FL0002208 Ou 001-POD

1. Pollutant and 2. Mark "X 3. ENuent 4. Units 5. Intake (optional)

CAS Number (ifavailable) L ac svvod

c. av.

svwc

a. Matravwa ttvvty Vatw L Maa. ycvtay Vatw (if avvitvatv) a. tace Tvvw Avvr. Vatw er avattaatv) d. No. of b.

Matc

~ tvW rva ~ Vaa Analyses Mc w '.:~wc '.vx'a

'GCOIS.FRACTION:;;-',VOL'ATKE;COMPOUNDS'(co'nunued) -.::=;:-,:: '. r+,:;,. (;,.vm v;%:.9'.: Y:,(ye 22V. Methylene Chloride < 1.6 < 1.6 (75-98-2) 23V. 1,1,2,2-Tetra- X chloroethane (79-34-5) 24V. Tetnchlomethylene X < 1.5 ug/I < 1.5 (127-184) 25V. Toluene (108-88-3) X < 1.8 < 1.8 26V. 1,2-Ttans- < 1.8 < 1.8 Dichlomethylene (15640-5) 27V. 1,1,1-Trichlomethane X (71-55+

28V. 1,1,2-Trichloroethane < 1.2 < 1.2 (7940-5) 29V. Trichloroethylene X < 1.2 < 1.2 (79414) 30V. Trichloro- X < 2.0 2.0 fluommethane (75494) 31V. Vinyl Chloride tryst+ X < 2.0 ug/I < 2.0

'a:(%v'Fa'A,v %";<awaa

,".GCSKS FRACTION.;.",;A'CID.COIcIPOUND IA. 2<hlomphenol (9S-SM) X < 0.01 ug/I < 0.01 2A. 2,4-Dichlomphenol X < 0.01 ug/I < 0.01 (12043-2) 3A. 2,4-Dimethylphenol X < 0.01 ug/I < 0.01 (105-67-9) 4A. 4,6-Dinitm&Cresol X < 0.01 < 0.01 (534-52-1) 5A. 2,4-Dinitmphenol X < 0.01 < 0.01 (51-28-5) 6A. 2-Nitrophenol (88-75-5) X < 0.01 ug/I < 0.01 7A. 4-Nitmphenol (tow2-7) X < 0.03 < 0.03 Form 624M91tttrt2CS, Effcctivc Novcmbcr 29, l994 Vll-5

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W W m w Facility I.D. No.FM002208 Co. 001-POD

1. Pollutant and 2. Mark "X" 3. Effluent 4. Units S. Intake (optional)

CAS Number (if available)

,'GCSIS, Fr'action',"yAcid;Coam
b. Be-tievevt
a. Maxiaam Deity Vetee m~ oy~ Oy ~

L Max. ye Cay vaeas (it avaaaMey Oy Mass S.

O) ~

tace raise hvre. Yayaa (iy avaeaMs) m yyass

a. Lcctit Teyya Avytt. Vehe tt) Ceeeeyeyeuee (Z) Meyy 8A. PZhlom-MZtesol X < 0.01 < 0.01 (59-50-7) 9A. Pentach! omphenol < 0.01 < 0.01 (87-86-5) 10A. Phenol (108-95-2) X < 0.01 < 0.01 I IA. 2,4,5-Trichloto- < 0.01 < 0.01 phenol (8846-2)
,
i GC/IGNIS Fraction" Basve'/Ne utral'Com 'pounds'.

'B.

Acenaphthene (t8.32-9) X < 0.01 < 0.01 2B. Acenaphtylenc X < 0.01 ug/1 < 0.01 (208-96-8) 3B. Anthracene (120-12-7) < 0.01 < 0.01 4B. Benzidine (9247-5) X < 0.08 < 0.08 SB. Benzo (a) Anthtaccnc X < 0.02 < 0.02 (56-55-3) 6B. Benzo (a) Pyrene X < 0.01 < 0.01 (50-324) 7B. 3,4-Benzo-fluoranthcnc < 0.01 < 0.01 (205-99-2) 8B. Benzo (ghi) Pcrylene < 0.01 < 0.01 (191-24-2) 9B. Benzo g) Fluoranthene X < 0.01 < 0.01 (20748-9) 10B. Bis (2-&lorocthoxy) < 0.01 < 0.01 Methane (111-91-1)

IIB. Bis (2-Chlorocthyl) < 0.01 ug/1 < 0.01 Ether (111444) 12B. Bis (Z Ctdiy~rj X < 0.01 ug/I < 0.01 Ether (10240-I) 13B. Bis (2-Ethylhcxyl) < 0.02 < 0.02 Phthalate (117-81-7)

Feeea Sheaa9 le($ )ZCS. Effective Nvvessber 29, l99X4

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W W W W W W Facility I.D. No. FL000220 .io. 001-POD

1. Pollutant and 2. Mark 3. ENuent 4. Units 5. Intake (optional)

~

X'.

CAS Number Be- e. hhiicucen Duly Vetc)e b. )(ec. )0 thy vahe (d srahMc) c. tear Teee Any. vahe (if crahkk) a. Lang Terra Avrg. Vetc)e (if available) lievect L )co etc Asdyscs (I) O) )casa (t) Concecececfae (Z) Merc

'":("C/hIS Fracrtloit -',:Bac'selNe'ut raI,Com poui'id<','Contd;5";-:";. 'w':? "

14B. 4-Bromophenyl X < 0.01 < 0.01 Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate X < 0.01 ug/I < 0.01 (8548-7) 16B. 2<hloronaphthalene < 0.01 < 0.01 (91-58-7) 17B. 4-Chlotophenyl X < 0.01 ug/I < 0.01 Phenyl Ether (7005-72-3) 18B. Chrysene (2184)1-9) X < 0.01 < 0.01 19B. Dibenzo (a,h) < 0.01 ug/I < 0.01 Anthtacene (53-70-3) 20B. 1,2-Dichlorobenzene < 0.01 < 0.01 (95-50-1) 21B. 1,3-Dichlorobenzene < 0.01 ug/I < 0.01 (541 e73-I) 22B. 1,4-Dichlorobenzene < 0.01 < 0.01 (IO&46-7) 23B. 3,3'-DicUordxmittic)e X < 0.01 ug/I < 0.01 (92-94-1) 24B. Diethyl Phthalatc: X < 0.01 < 0.01 (84~2) 25B. Dimethyl Phthalate X < 0.01 < 0.01 (131-11-3) 26B. Di-N-Butyl Phthalate X <0.02 <0.02 (84-74-2) 27B. 2,4-Dinittotoluene X < 0.01 < 0.01 (121-14-2) 28B. 2,6-Dinitrotoluene X < 0.01 ug/I < 0.01 (606-20-2) 29B. Di-N-Octyl Phthalate < 0.02 < 0.01 (117444))

Farce Q(n0.910(S)ZCS, Effccche Ncwaabr 29, 199(

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M m m m m m 'lo. 001-POD Facility I.D. No. FUXXQ208

1. Pollutant and 2. Mark 3. Effluent 5. Intake (optional)

~ ~ ~

X'.

CAS Number (ifavailable) Bo- a. Maxiar)ram Daily Vahe B. )lax. )4af)ay Va)ao (cl aoaaaars) c. (aoa Tcao Acre. Va)oa rfaoaaaara) a Laa(t Term Avrg. Value ticacct (l) (l) O) Mass (l) O) Mass (l) Gecelarlarioc (2) Mass y,'" cr Froactlon'-,"A'cld'Co"'oiitd mpe'uon'dsc':'CCATS "ia,.";:

30B. ),2.D~~ X < 0.01 ug/I < 0.01

((ts Azobenzene) (12246-7) 31B. Fluoranthene 2'(a4ao) X < 0.01 ug/I < 0.01 32B. Huorene (86-73-7) X < 0.01 ug/I < 0.01 33B. Hexachlorobenzene < 0.01 ug/I < 0.01 (118-74-1) 34B. Hexachlorobutadiene X < 0.01 ug/I < 0.01 (87%-3) 35B. )(cxacalioocycsacagarlaco X < 0.01 ug/I < 0.01 (77474) 36B. Hexachlotoethane X < 0.01 < 0.01 (67-72-1) 37B. Indeno (1,2,3wd) < 0.01 < 0.01 Pyrene (193-39-5) 38B. Iso phorone (78-59-1) X < 0.01 < 0.01 39B. Naphthalene (91-20.3) < 0.01 < 0.01 40B. Nitrobenzene (98-9$ -9) X < 0.01 ug/I < 0.01 ala. X < 0.01 < 0.01 (62-75-9) 42B. N-Nitmsodi-N- X < 0.01 ug/I < 0.01 Propylamine (62144-7) 43B. )re~cssyaca)MB'o X < 0.01 ug/I < 0.01 (86-304) 44B. Phenanthrene (894M)) X < 0.01 ug/I < 0.01 45B. Pyrene (129404) X < 0.01 ug/I < 0.01 46B. u.a-ma~~ < 0.01 ug/I < 0.01 (120-82-1)

Fora 4)24)20.9(O(S)2CS. Effective OcccarS)cc 29, f99( Vll-

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m m m m m m m Facility I.D. No. FL000220 No.001-POD

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

GCOISs Fracflon;-;Pe'sticld b, Be-lieved Presera

a. Maxinaan Daily Vatoe (I) ~
b. Max. )0 Day Vates (ir avaaasa)

(I) Mass s.

(I) ~

tsar Tvsva Avvr. Yalaa (it availaus)

(r) Mass

a. Long Tenn Avrg. Vahe (I) Cooeeomauco (2) Mars IP. Aldrin (30940-2) X 2P. -BHC (319-844) X 3P. -BHC (319-85-7) X 4P. -BHC (58-89-9) X 5P. -BHC (319-86-8) X 6P. Chio(dane (57-74-9) X 7P. 4,4'-DDT (50-29-3) X 8P. 4,4'-DDE (72-55-9) X 9P. 4,4'-DDD (72-54-8) 10P. Dieldrin (60-57-1) X 11P. -Endosulfan (Its-29-7) X 12P. -Endosulfan (II6-29-7) 13P. Endosulfan Sulfate X (103147-8) 14P. Endrin (72-20-8) X 15P. Endrin Aldehyde X (7421-924) 16P. Heptachlor (7&44-8) 17P. Heptachlor Epoxide X (1024-57-3) 18P. PCB-1242 (53469-21-9) X 19P. PCB-1254 (I 10974)9.I) 20P. PCB-1221 (I I to(-28.2) 21P. PCB-1232 (I I 141 ~ 16-6) X 22P. PCB-1248 (I26n-29-6) X 23P. PCB-1260 (lto96-gu) X Fona 62aS20.9IO(S)2CS, Bffeeuve November 29, l994

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M 'o. 001-POD Facility 1.D. No.FL0002208

1. Pollutant and 2. Mark aX 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

',GCSfS,'Pr'a'etio'ti;-.';Pestictdes race b, Be-t ievect Prcteta

~. Bc-acvet A)secs

a. hfaxiuum Daily Value (l) Ceeeecoaaccc (t) ~

L Mat. )O.Day Yahe (if avsaaMe)

(t) Mass (t) ~

c. tasse Testa Aver. Vates (if avaaaatc)

(D Mass v

c

a. Louft Term Avrtt, Value (l) Coomotfatiott (2) Matt c:l >,e 24P. PCB-1016 (f2674.t I-2) 25P. Toxaphene (9)OI-33-2)

Form 62620.910(S)2CS, Effective November 29, t99( VII-10

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m m m m m Facility ID No.: FL0002208 Ou . OSN402 PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VII INTAKEAND EFFLUENT CHARACTERISTICS PART A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

l. 2. Effluent 3. Units 4. Intake (optional)

P ollutant a. httet. Daily Value b. hlax, 30day Value c. Long Term Value d. No. of a. Conctn b. htass a. txmg Term Avg. Vahe b. No. of Analyses tie(ion Ana)yses (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass

a. Calbctnccous (2.0 Biochemical Oxygen Demerit (CBODa)
b. Chemical Oxygen Demand (COD)
c. Tete) Organic Carton (loc)
d. Tete) Suspended Solids 17 5.3 5.3

~

(rss)

e. Teal Niaugen (as N) 2.91 e Ammonia (as N) (0.28 67'av
f. or projected .212 MGD g P)ovv Design NA MGD h Specific Conductivity 6010 u4(HOS I Tanperatute (vvirxer)

)Temperature (summer) 37.0 13v C kpH STANDARD VNfrs PARTB-Mark X incolumn2aforeachpollutantyouknoworhave reasontobelieve ispresent. Mark X incolumn2b foreachpollutantyoubelievetobeabsent. Ifyoumarkcolumn2a forany pollutantwhichislimited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide thc results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their prcscnce in your discharge. Complete one table for each outfall. Sec the instructions for additonal details and requirements.

3. Eftluent 5. Intake (optional)
1. Pollutant and CAS
b. bc- a. Maximum Daily Value a. Laaa Tann Avvg. Yaiva (ir avanaMv) d. No. of a. Concen- b. Mass a. Long Term Avg. Value b. No. of No. (ifavailable) lievcd
a. )tax. % i)ay Yataa (ir avanataa)

Analyses tration Analyses absetx

a. Bmmide ecsss47-s)
b. Chkrine, Tots) Residual
c. Color IS C.U.
d. Fecal Coliform X
c. Fluoride (tssssasa)
f. Niuate-Nitrite (~ N) X Form 62620.910(S)2CS, Effccthu November 29, 199( VII-I

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Item VII-B M w-w m m Facility I.D. No. FL0002208 o. OSN-002

2. Mark "X 3. ENuent 4. Units 5. Intake (optional)
1. Pollutant and CAS No.

LLa a. )(acacam ()cay valve L Max. )()4cy Valve Cf avcaaalc) Q cvaccMc) d. No. of (ifavailable) Saved c taac Tcaa Acre. Ye!ca b. a. (aaa Tccva Avccaac Ya)aa Macy a)ceca Analyses

g. Nitrogen, Total Organic X (as N)
h. Oil and Grease 8.7 <5.0 <5.0 67 mg/1
i. Phosphorus, Total (as P)

(7723-14O)

.'j."":Radiocac'tivtty:;"'-,:.".-.g'::4,":;':,'~;.'~4:,

(1) Alpha, Total X (2) Beta, Total X (3) Radium, Total X (4) Radium 226, Total X

k. Sulfate (as SOa) (t(tos-794()
l. Sulfide (as S)
m. Sulfite (as SO)) 7424943-3)
n. Surfactants X
o. Aluminum, Total (7429-tos)
p. Barium, Total (74(MM)
q. Boron, Total (7440424()
r. Cobalt, Total (7484S4)
s. Iron, Total X 330 (743949c7)
t. Magnesium, Total X mg/1 (7439 954)
u. Molybdenu, Total (7439-98-7)
v. Manganese, Total X (7439-9SS)
w. Tin, Total (7440-31-5) X
x. Titanium, Total (7440.324)

Fccec fc2420.910(S)2CS, Effective Ovvcccbcr 29. l99(

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Facility I.D. No. FL00022 I No. OSN402 PART C - Ifyo a primary industry and this outfall contains process wastcwatcr, refer to Table 2c-2 in th ctions to determine which of the GC/MS fractions you must test for. Mark X in a for all GC/MS fractions that apply to your indusuy and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (axondaty industries, non-process wastewater outfalls, and non-required GC/MS fractions),

mark X incolumn2b foreach pollutantyou knoworhavereasonto believe ispresent. Mark 'X'ncolumn2c foreachpollutantyoubelieveisabsent. Ifyou markcolumn2aforanypollutant, you mustpmvidc the results of at least onc analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must pmvide thc results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrclei, acrylonitrile, 2,4,dinittophenol, or 2-methyl',6 dinittophenol, you must provide the results of at least onc analysis for each of these pollutants which you know or have reason to bclicvc that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly describe the reasons thc pollutant is expected tobcdischarged. Note that there are7pagcsto this part; please reviewcachcatcfully. Complete one table(all7pagcs) forcach outfall. See instructionsforadditionaldetailsand rcquirements.

1. Pollutant and 2. Mark "X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) ~ )Iie)rem Mr Yieie e. )4am SO4ir Yahe cr Iva4vtir) e. Ieee Ivrre Avre. Ve)iv g evveible) d. No. of b. ~ lier Tea hero va Mme Analyses

-'.ItKTALS.::CYANlDE;",AlvlD,.; TOTAL.PHENOLS".;;;,,"';",'",,",

IM. Antimony, Total < 0.05 (7440-364))

2M. Arsenic, Total X < 0.0022 (7723-144) 3M. Beryllium, Total < 0.005 (74%41-7) 4M. Cadmium, Total X < 0.005 (744043-9) 5M. Chromium, Total X < 0.01 mg/I (744047-3) 6M. Copper, Total oero.eoe) X < 0.025 7M. Lead, Total (2439.92-1) X < 0.005 mg/I 8M. Metcuty, Total X <0.0025 mg/1 (7439-974) 9M. Nickel, Total (7440024)) X < 0.04 IOM. Selenium, Total < 0.01 mg/1 (778249-2)

I IM. Silver, Total cero~ X < 0.01 12M. Thallium, Total < 0.01 (7440-284) 1SM. Zioe, Tout (2440(964) X < 0.02 14M. Cyeotde. To(el (ST-124) lSM. Pbeoote, Tore) <0.010 2J.Tp Trea<eeiioeibaee-t4Yivrei (1)444 I~

Form r)24i20.910(S)2CS, Effeeuve November 29. 1991 Vll-

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Facility I.D. No.FL0002208 0 0.OSN- 002

1. Pollutant and 2. Mark X" 3. Effluent 4. Units S. Intake (optional)

CAS Number b be. c. be. ta Max. ancay Vaaee (ir aeanabee) c. tace reeve Acre. rf aeanabb) d. No. of a raae r Jvwy b ea (ifavailable) 6cral Seva4 Vaaae b. ee Maaa aeeeeec abeaec Analyses

"':GC/MS FRACTION;",.;VOLATILE',COMPOUNI)S i,.'V.

Acrolein (1074)2-8) < 50 ug/I 2V. Acrylonitrile (107-13-1) X < 17 ug/I 3V. Benzene (7143-2) X < 0.80 ug/I SV. Bromoform (75-25-2) X < 2.3 ug/I 6V. Carbon Tetrachloride < 0.95 ug/I (56-23-5) 7V. Chlorobenzcne < 3.4 ug/I (108-90-7) 8V. Chtcexr-bm ~a X < 1.2 (12448-I) 9V. Chloroethane (754)0-3) X < 2.6 10V. 2<hlotowthylvinyl < 1.2 Ether (110-75-8)

I IV. Chloroform (67-66-3) X < 0.55 l2V. Dichkrobrornomcrhanc < 0.80 (75-274) 13V. Dkkkvbedtiflnomerbam < 0.95 (7$ .7)4) l4V. l.t-nichkroerhanc (7$ 3) lSV. l ~nichkroerharc (t074)62) X < 0.9$

l6V. l.t-nicbkroerhyknc (75-~) X l7V. l 2-Dichloropropanc (78474) X < 0.95 Isv. l p-Dich) ropropyknc < 5.0 (542-7$ 6) l9V. Erhytbenaenc (t004t<) < 0.65 20Y. Methyl Bromide (7443.9) < 0.9S 21V. Methyl Chloride X < 1.8 (7447-3)

Form 63620.910(5)2CS, Effecrive November 29, l994 VII'

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m m w m & 0 m

"X'.

Facility I.D. No. FL0002208 o.OSN-002

1. Pollutant and 2. Mark 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available) Maaeaeee t)ary Yaaw a. Max. Stklay Yalee fd avaaaate) e. Lace Taoa Avta. Ya)ae et avayaate) d. No. of b. ~ I>> e>> a>>ea e>>

Mass Analyses te e>>>>>>a GCOIS'FRACTION'-:,VOLATKECOXQ?OUNDS (co'nena nued);::;:,i;"'.';:;,"i 22V. Mcthylene Chloride X < 1.6 (75-98-2) 23V. 1,1,2,2-Tetta-chloroethane P9-34-5) 24V. Tetrachloroethylene X < 1.5 (127-184) 25V. Toluene (10848-3) X < 1.8 26V. 1,2-Trans- < 1.8 Dichloroethylene (15640-5) 27V. 1,1,1-Trichloroethane ug/I (71-5W) 28V. 1,1,2-Trichloroethanc X < 1.2 (7940-5) 29V. Trichloroethylene < 1.2 P94W) 30V. Trichloro- < 2.0 fluoromethanc P5494) 31V. Vinyl Chloride fysot+ X < 2.0

GC/hfS jRACTION:.-'"ACIDCOhIPOUND IA. 2<hlorophenol (95-524) X < 0.01 2A. 2,4-Dichlorophenol X < 0.01 ug/I (120-83-2) 3A. 2,4-Dimethylphenol X < 0.01 ug/I (10547-9) 4A. 4,6-Dinitro-O-Cresol < 0.01 ug/I (534-52-1) 5A. 2,4-Dinitrophenol X < 0.01 ug/I (51-28-5) 6A. 2-Nitrophenol (88-75-5) X < 0.01 ug/I 7A. 4-Nitrophenol (tooo2-2) X < 0.03 Fetes 62420.910(S)2CS. Effective Novetebet 29, l99S

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m m m m m Facility I.D. No. FL0002208 No. OSN- 002 I. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

':,GC/hIS'FravctIon,'-,';A'cld,Com peullds Coiitd;,", .'

a. Maximum Daily Value (I) ~
e. S(sx. Se Cay Yale fd avagaMe)

(2) Nae (I) ~

c. Long Tenn Avvg. Yale (if avagaMc) u) S(ass
a. IANtt Ten Avrtt. Value (I) Ceeceesfaftcu (2) Mass

~ No of 8A. P-Chloro-MZresol X < 0.01 ug/I (59-50-7) 9A. Pentachlorophenol < 0.01 (8746-5)

IOA. Phenol (108-95-2) X < 0.01 I IA. 2,4,5-Trich! oro- < 0.01 phenol (884)6-2)

'C/IIIS Fia'ction'-"'Bas'cv/Neu traI.Coom 'p()uiids-',"I IB. Accnaphthene (83-32-9) < 0.01 2B. Acenaphtylene < 0.01 (208-96-8) 3B. Anthtacene (120-12-7) < 0.01 4B. Bcnzidinc (9247-5) X < 0.08 SB. Benzo (a) Anthracene < 0.02 (56-55-3) 6B. Benzo (a) Pyrene X < 0.01 (50-32-8) 7B. 3,4-Benzo-fluoranthene X < 0.01 (205-99-2) 8B. Benzo (gh/) Pcrylenc X < 0.01 ug/I (191-24-2) 9B. Benzo (h) Fluotanthenc X < 0.01 (20748-9) 10B. Bis (2-Chlorocthoxy) X < 0.01 Methane (111-91-1)

I IB. Bis (2-Chlorocthyt) X < 0.01 Ether (I I IMP) 12B. Bis (2 ~repyt/ < 0.01 Ether (10240-I) 13B. Bis (2-Ethylhczyt) < 0.02 ug/I Phthalate (117-81-7)

Fcsm ((L(i20.910(S)2CS, Effccxtve N)sesetef 29, t99X4 VII-

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Facility I.D. No. FL000220 I No. OSN402

1. Pollutant and 2.Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

-GC/I)IS Practlori-'.Baasel¹ u(r'al,Coiii

b. B>>-

licecd Prese(a

e. ne.

kssd A)esse oint'fl.',';:::;"

(1) ~

a. Maxnnnm DaBy Vatne k Mas. A.nay Va)ae (1) Ceoessss Cess (if sask)es)

(1) Mass 0) ~

e. Lese Tsna Asrc. Vs)ss ('d ssaaaa)s)

(1) Mass

a. Lais Tenn Avrg. Vatue (1) Conccnnarion (2) Mass (a No of Asslysee 14B. 4-Bmmophenyl X < 0.01 Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate X < 0.01 ug/I (8548-7) 16B. 2-Chloronaphthalene X < 0.01 (91-58-7) 17B. 4<hlorophenyl X < 0.01 ug/I Phenyl Ether (7005-72-3) 18B. Chtysene (21841-9) X < 0.01 19B. Dibenzo (a,h) X < 0.01 Anthtacenc (53-70-3) 20B. 1,2-Dichlorobenzene X < 0.01 ug/I (95-50-1) 21B. 1,3-Dichlorobenzcne X < 0.01 ug/I (545-73-1) 22B. 1,4-Dichlorobenzcnc X < 0.01 (1~6-7) 23B. 3,3'-Dichtorobcncidine < 0.01 ug/I (92-94-1) 24B. Diethyl Phthalate X < 0.01 (8446-2) 25B. Dimethyl Phthalatc X < 0.01 ug/I (131-11-3) 26B. Di-N-Butyl Phthalate X < 0.02 (84-74-2) 27B. 2,4-Diniuotolucne X < 0.01 ug/I (121-14-2) 28B. 2,6-Dinitrotoluene < 0.01 ug/I (606-20-2) 29B. Di-N~tyl Phthalatc X < 0.02 (117844)

Forfn 65620.910(S)2CS, Bffccriee Osvesnbcr 29. 199(

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W Facility I.D. No. FL000220& No. OSN402

1. Pollutant and 2. Mark X 3. ENuent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

GCfhfS Fr'ac(ion':<<A'cid: Co'm

b. Be-lieved a Mtxittattn Dauy Vahc (l) ~

ta Maa. )Ot)ay Ya)as (if avaaaats)

O) Mass ~

e. tsvae (l)

Tsm Avva. Yatss (i( availaMa)

(t) )(ass

a. tAatg Tetttt Avrg. Valttc (t) Cotacetatattett (2) Matt 30B. (,2-Dist)cttytbytttaatt)c X < 0.01 ug/I (as Azobcnzcne) (122-66-7) 31B. Fluotanthene (2os4so) X < 0.01 32B. Fluorene (86-73-7) X < 0.01 33B. Hexachlorobenzene < 0.01 (118-74-1) 34B. Hexachlorobutadiene < 0.01 (8748-3) 35B. )t (77474)

~~~~ X < 0.01 36B. Hexachloroethane < 0.01 ug/1 (67-72-1) 37B. Indeno (/,2,3-cd) X < 0.01 Pyrene (193-39-5) 3&B. Isophorone (78-59-1) X < 0.01 39B. Naphthalene (9t-2(hs) X < 0.01 40B. Nitrobenzene (98-95-9) X < 0.01 41B. t(econ X < 0.01

'62-75-9) 42B. N-Nitmsodi-N- < 0.01 Pmpylamine (621M-7) 43B. Na~aayet (86-3(h6)

~ X < 0.01 44B. Phenanthrene (swt-8) X < 0.01 45B. Pyrene (129404) < 0.01 y~

ug/1 46B. u.a X < 0.01 (120-82-1)

Fcntt tS2(tt0.91(XS)2CS. Effective e'ave(abet 29, 199( VII-

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W & W W W m w m m m m w Facility I.D. No. FL00M20 1 m

No. OSN402

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

';;:GCOKS CAS Number (ifavailable)

Fractlo'n",-.'.Pesticides'P.

b. Bc-

) icvcst Pre)car

a. htaxirnorn DaBy Vatoe (r) M (0 ~

L MaL 30 Day Ystss (if asses)(s)

(n Mass (l) ~

c. (ase Tsoss Ass@. Ya)aa gf avsaans)

(l) Mass

" s My'&:aN"8A a

a. Lag Tenn Avrg. Vatoe (t) Concco(ra(teo (2) h(acr Aldrin (30940-2) X 2P. -BHC (319-844) X 3P. -BHC (319-85-7) 4P. -BHC (58-89-9) X 5P. -BHC (319-86-8) 6P. Chlordane (57-74-9) X 7P. 4,4'-DDT (50-29-3) X

&P. 4,4'-DDE (72-55-9) X 9P. 4,4'-DDD (72-54-8) X 10P. Dieldrin (60-57-1) X I IP. -Endosulfan (t ($-29.7) X 12P. -Endosulfan (1 1$ -29.7) 13P. Endosulfan Sulfate X (103147-8) 14P. Endrin (72-20-8) X 15P. Endrin Aldehyde (7421-924) 16P. Heptachlor (76-44-8) X 17P. Heptachlor Epoxide X (1024-57-3) 1&P. PCB-1242 ($ 348-21-9) X 19P. PCB-1254 (l t09749 l) X 20P. PCB-1221 (l l tot-28-2) X 21P. PCB-1232 (l l t4(-16$ )

22P. PCB-1248 (t2622-294) X 23P. PCB-1260 (t t(96-82-$ ) X Fr(ra 62420.910($ )2CS. Effccuve November 29, l 994 Vll-9

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m m m m m m aa Factitt)r I.D. No. FL0002208 No. OSN- 002

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

GCIIIIS Fradion'.;-"'Pesstictdes
b. Be-t icvest
a. Maximtttn Daily Value (t) Csocassraase I. Max, yurasr Vasss (if avara)ts)

(t) ~

c. (sass Tasse Assr. Vasss (sf avaaatcs)

(t) Mass

a. Lceg Term Avrg. Value (1) Cotaceacraucat (2) Mass 24P. PCB-1016 (12()74.1 1-2) X 25P. Toxaphene (8(O1-35.2) X form ()aat2O.910(S)2CS, Effective Nosember 29. 199( VII-10

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Facility ID No.: FL0002208 Ou OSN-003 PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VII INTAKEAND EFFLUENT CHARACTERISTICS PART A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

2. Effluent 3. Units 4. Intake (optional)

Pollutant a. hlax. Dary Value b. Max. 30day Value c. 2Aeg Tean Value d. No. of L Concea- a. long Tam Avg. Value b. No. of Analyses uaaon Analyses (1) Conceatratica (2) Mass (I) Corxerxratioa (2) htass (I) Coaccaaatica (2) Mass (1) Concenaation (2) Mass

a. Carbonaceous < 2.0 Biodemicd Oxygen Dcmarst (CBODs)
b. Chemical Oxygea < 2.0 Deannl (COD)

< 1.0 16A 7.2 < 4.0 91>>

c. Tocal Nxrogea (as N) (l26

'A

c. Ammonia (as N) 0.16
f. Ftowactuat or pojcctcd Value 0.033 Value 0.0) 1 91 MGD MGD 3.8 uMHOS
i. Temperature (winter) Value 21.0 J. Tempcratutc (summer) Value C Mia. S.73 Max. 5.73 STANDARD UNfts PART B - Mark X in column 2a for each pollutant you know or have reason to believe is present. Mark X in column 2b for each pollutant you believe to be absent. Ifyou mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluen limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete onc table for each outfall. Sec the insuuctions for additonal details and requirements.
3. Effluent 5. Intake (optional)
1. Pollutant and CAS No. (ifavailable) a bc- b. be- a. Maximum Daily Value a. at>>x. SOD>>y Y>>t>>e cr>>vsa>>Me) c. tuna rrra A>>ra. Y>>t>>e (ir>>v>>e>>an)
d. No. of a. Concen- b. Mass a. Long Term Avg. Value b. No. of lievcd lieved prc5ecr Analyses ttation Analyses
a. Bremide (rcssscy.s)
b. Cbkrinc. Teal Residual
c. Color C.U.
d. Fecal Coliform X
e. Huoride (tc~
f. Niuate-Nitrite (w tt) X Form 62620.910(5)2CS. Effective Novcmbcr 29. 1991 VII-1

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W Item VII-B Facility I.D. No. FL0002208 0 .'OSN-003

2. Mark X 3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS No.

(ifavailable) h (aahaaaa Dary Yaha h )(ax. )O4ay Yaha (i( aaayaah) a. (aaa Taaaa Aarg. Yaha C(aaaraah)

d. No. of a. Iaa( Taaaa Aaaaaya Yaha Analyses
g. Nitrogen, Total Organic X (as N)
h. Oil and Grease <5
i. Phosphorus, Total (as P) 0.29 mg/I (I) Alpha, Total 110 + /-27 (2) Beta, Total X 12000 +/-

(3) Radium, Total X (4) Radium 226, Total X

k. Sulfate (as SOQ (wes-79s) < 5.0 I. Sulfide (as S)
m. Sulfite (as SO)) I42643.3) X
n. Surfactants X 0.10
o. Aluminum, Total (742(hsas)
p. Barium, Total (744o.so.s) X (I. Boron, Total -226 (7440424)
r. Cobalt, Total (74(O4S4)
s. Iron, Total 0.12 (7439494)
t. Magnesium, Total X < 0.5 (7439-994)
u. Molybdenu, Total X < 10 (7439-98-7)
v. Manganese, Total (7439 9(aS)
w. Tin, Total (7440-31-5) X X. Titanium, Total (7440.324)

Fcan Q420.91(XS)2CS, Effcc(ive November 29, 199( VII-2

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W Facility LD. No.FL000220 'No. OSN403 PART C - Ify primary industty and this outfall contains process wastewater, rcfcr to Table 2t 2 in th ctions to determine which of the GC/MS fractions you must test for. Mark X" in 2a for all GC/MS fractions that apply to your industry and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-process wastewater outfalls, and non-required GC/MS fractions),

mark 'X in column 2b for each pollutant you know or have reason to believe is present. Mark X in column 2c for each pollutant you believe is absent. Ifyou mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrolein, acrylonitrilc, 2,4,dinitroph<<nol, or 2-methyl',6 dinitrophenol, you must pmvidc thc results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is expected tobedischargcd. Note that thereare7pagesto this part; please review eachcarefully. Complete one table(a117pages) foreachoutfall. S<<c insuuctions foradditionaldetails and requirements.

1. Pollutant and 2. Mark 'X 3. Effluent 4. Units 5. Intake (optional)

CAS Number

a. as c. ac- a Maximan t)n)y Vs)ca av )tax. )octa) vates ct avaaaatc) c. tant Tenn Avva. Yatas cf avaaatcc) d. No. of b. a Xac X>> avsvs vsc (ifavailable) acvaa Scvca Max) tcccccx a)scca Analyses
,i;.I)KTALS'; CYANIDE)~'AND,TOTAL"PHENOLS'.: i;::x',;j .'.

IM. Antimony, Total X < 0.050 mg/I (7440-360) 2M. Arsenic, Total X < 0.010 (7723-144) 3M. Beryllium, Total X < 0.0017 (744041-7) 4M. Cadmium, Total X < 0.0050 mg/I (744043-9) 5M. Chmmium, Total X < 0.010 mg/I (74Q47-3) 6M. Copper, Total t)scca)oa) X < 0.014 7M. Lead, Total (2439-92.t) X < 0.0050 mg/I 8M. Mercury, Total X 0.00043 (7439-97-6) 9M. Nickel, Total (24404)20) X < 0.0075 mg/I 10M. Selenium, Total < 0.010 mg/I (778249-2)

I IM. Silver, Total ttaco~ X < 0.050 ug/I 12M. Thallium, Total X < 0.0020 (7440-284))

l)xt. Zinc, Total ()44')4tS4) 0.029 t4bt. Cyanide, Total X < 0.010

($ 7-t24)

I SM. Phenols, Total a3.7.a.T~~4)tsxit X tltaaow)

Fottn 62420.9)ctS)2CS. Effcctivc Novctnbcr 29. l994 11-3

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W Facility I.D. No. FL0002208 o. OSN-003

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number a scene 'L ae. c. is. a Macinm nai!7 Yeas a. 44aa. ae4cy Yaaca or avarrarcic) c. leer Tens Aver. Yeas fcr avairaMcy d. No. of aW rmAwge va>>

. (ifavailable) acvce ncvce b.

Mass rccccec arcccc Analyses (I) Cesceccccecs s :,:

'c.."GCOfS'FBA'CT10N,
',":IVO 'ATILE,CO~UNI)S::';:"::;i::;";::

I V. Acrolein (107424) X < 100 ug/I 2V. Acrylonitrile (107-13-1) < 100 ug/I 3V. Benzene (7143-2) < 1.0 ug/I 5V. Bromoform (75-25-2) < 5.0 ug/I 6V. Carbon Tetrachloride X < 3.0 ug/I (56-23-5) 7V. Chlorobenzene X < 5.0 ug/I (108-90-7) 8V. Chtorsxti-brornornerhane < 5.0 ug/I (12448-1) 9V. Chloroethane (754)0-3) X < 10 ug/I 10V. 2<hloro<thylvinyl < 50 ug/I Ether (110-75-8) 11V. Chloroform (6746-3) X <5.0 ug/I 12V. Dicbkrobrccnomcrhare < 5.0 (75.274) 13V. DichkrodiQuoromccham < 5.0 (75-7!4) l4V. I,I.Dichloroerhane (7S-34-3) < 5.0 ISV. I,z.nichtorocrhane (I0746.2) < 3.0 l6V. I,I.Dicbknchykoe ~) < 5.0 Iyv. I 2.Dkhkmrropanc (72474) < 5.0 ISV. I+Dicbkrercrercykne < 5.0 (542.756) l9V. Erhytbcnacne (l004I<) < 5.0 20V. Mcihyt Biomhk ff44f3-9) < 10 21V. Methyl Chloride < 10 ug/I (74-87-3)

Form 62620.910(5)2CI. Effccrive November 29, 1994 VII'

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~ kALFy L8%L S8%SS sNSP

1. Po and 2. Mark X 3. ent 4. Units S. optional)

CAS Number

~ . bc- c. bc- a aCacbccacc Daily Va)cc b. )fax. jb&yVa)N rcf avcaabbc) c Leaf zccac Avcg. valve rcf avasabbc) d. No. of ~ Cec lm avvvcc vee L ve ic (ifavailable) 5ne4 &n4 4 b.

Coavbba Maya fceccec caccia Analyses

'i:GC/hIS'FRACTION,.:-,':VOLATILE'.COcWIPOU))DS(c'onunued)'i:.,';~."i: '.~v;;.:j;.:'.:::'-".-'.-:.iR:..::.

22V. Methylenc Chloride X < 5.0 ug/1 (75-98-2) 23V. 1,1,2,2-Tetra- X < 5.0 mg/1 chloroethane (79-34-5) 24V. Tctrachloroethylene X < 3.0 ug/1 (127-184) 25V. Toluene (108-88-3) X < 5.0 ug/1 26V. 1,2-Trans- X < 1.8 ug/1 Dichloroethylcne (15&60-5) 27V. 1,1,1-Trichloroethane X < 3.0 (71-554) 28V. 1,1,2-Trichloroethane < 5.0 ug/1 (7940-5) 29V. Trichloroethylene X < 3.0 ug/1 (79414) 30V. Trichloto- X < 5.0 ug/I fluoromethanc (75494) 31V. Vinyl Chloride t))4)+ X < 1.0 ug/1 S' N ';Y::.S

"'...GCSIS'FRACTIO¹'SACIDc COMPOUND lA. 2<hlotophenol (9M') X < 10 2A. 2,4-Dichlorophenol < 10 (120-83-2) 3A. 2,4-Dimethylphenol < 10 (10547-9) 4A. 4,6-Dinitro-OCrcsol < 0.01 ug/1 (534-52-1)

SA. 2,4-Dinitrophenol X < 0.01 ug/1 (51-28-5) 6A. 2-Nitrophenol (88-75-5) X. < 10 7A. 4-Nitrophenol (ta)o2-7) X < 0.03 Fcfcn 62a)20.9tc(S)2CS. Etrcaive Novcbabcr 29, )994

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W W W W W W Facility I.D. No. FL0002208 No. OSN- 003

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

',GCSIS'Fraction.:-'A'cid,Coiiipoun'ds

b. Be-t ieved
c. ac acsss A)scca
a. Maxin)em Daily Vatoe cs.

(i) ~

)rax. SO nay Va)ss (sr avsaswc)

O) Mass

c. tooe Team Asce. Va)oa (ir asses)is) a. Long Term Avrg. Vatoe (t) Coneersrarion (2) Mass Cs. No of Asar)sos 8A. P-Chloro-MZresol < 10 ug/I (59-50-7) 9A. Pentachlorophenol < 0.01 (87-86-5) 10A. Phenol (108-95-2) X < 10 ug/I I IA. 2,4,5-Trichloro- X < 0.01 ug/I phenol (8846-2) a'r;5; %, Y::(vs WW
GC5iS'Fra'ction",-'" Base/Ne 'tiaI
Com Ace;a': oa IB. Acenaphthene ((8.22-9) X < 10 ug/I 2B. Acenaphtylene X < 10 (208-964) 3B. Anthracene (120-12-7) X < 10 4B. Benzidine (92-87-5) X < 80 ug/1 5B. Benzo (a) Anthraccne X < 10 ug/I (56-55-3) 6B. Benzo (a) Pyrene X < 4.0 ug/1 (50-32-8) 7B. 3,4-Benzo-fluoranthene X < 10 ug/I (205-99-2) 8B. Benzo (ghl) Perylene < 10 ug/1 (191-24-2) 9B. Benzo (h) Fluoranthene X < 10 ug/1 (20748-9) 10B. Bis (2-Chloroethozy) X < 0.01 Methane (111-91-1)

I IB. Bis (2-Chloroethyl) < 10 ug/I Ether (I 11444) 12B. Bh (2 abn+eP~'t) X < 10 Ether (10240-I) 13B. Bis (2-Ethylhezyl) < 6.0 ug/I Phthalate (117-81-7)

Form 62420.910(S)2CS, Btfeocive November 29, t99X4

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W W W W W Facility I.D. No. FL000220 o.'SN403

1. Pollutant and 2. Mark 3. Effluent 4. Units 5. Intake (optional)

~ ~ ~

X'.

CAS Number (if available) Be- Maxirnutn Daily Value a. Mae S(nr)ay Ya)ss (il avagattc) c. lung Tenn Avrg. Yaasa (if avaaactc) a. Long Tenn Avrg. Value lieved (t) (r) M (I) (l) Mass (t) (r) Mass (l) (A)ocergraticu (2) Mass f COIS'Fr'a'c'It)one',"-"::Baa'se'/Ne u(real.Coiiipuounds;C ontd; v

14B. 4-Bmmophenyl < 10 ug/I Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate X < 10 ug/I (8548-7) 16B. 2-Chlomnaphthalene <10 ug/I (91-58-7)

- X 17B. 4<hlomphenyl <10 ug/I Phenyl Ether (7005-72-3) 18B. Chrysene (21841-9) X < 10 ug/I 19B. Dibenzo (a,h) < 10 ug/I Anthracene (53-70-3) 20B. 1,2-Dichlorobenzene < 10 ug/I (95-50-1) 21B. 1,3-Dichlorobenzene < 0.01 ug/I (541-73-1) .

22B. 1,4-Dichlorobenzene X < 10 ug/I (10646-7) 23B. 3,3'-Dichtorobcnrtrtine X < 20 ug/I (92-94-1) 24B. Diethyl Phthalate X < 10 ug/I (844>-2) 25B. Dimethyl Phthalate < 10 ug/I (131-11-3) 26B. Di-N-Butyl Phthalate X < 10 ug/I (84-74-2) 27B. 2,4-Dinitmtoluene < 10 ug/I (121-14-2) 28B. 2,6-Dinitmtoluene < 10 ug/I (606-20-2) 29B. Di-N-Octyl Phthalate < 10 ug/I (1 17-844)

Form 62420.(rle(S)2CS, Effective November 29, l 9'

W Facility I.D. No.FL000220 I No.OSN- 003

1. Pollutant and 2.Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

,
GCOIS.Fr'ac(Ion -'-,'Acid;Compo'imds'ontd i";;
b. Be-tievect

'Y:/'

a. Maximum Daily Value k Maa. )O t)ar Yatoc er ass)act(c)

(I) oaccaadm (t) Mass (t) ~

c. tsoe rcea Avva. Yatos (sr avaaaatc)

(t) Mass

a. Long Term Avrg. Value (l) Coocetxratiou (2) Mats ta No or Aaatrvca 30B. l,2-Djheuyttt)strati(ac < 10 (as Azobenzene) (12246-7) 31B. Fluoranthene (2054(4) X < 10 ug/I 32B. Fluorene (86-73-7) < 10 ug/1 33B. Hexachlorobenzene < 4.0 ug/I (118-74-1) 34B. Hexachlorobutadiene < 10 ug/I (8748-3) 35B.

(77474)

)(~~ac ~ X <10 ug/I 36B. Hexachloroethane < 10 ug/I (67-72-1) 37B. Indeno (1,2,3-cd) X < 10 ug/I Pyrene (193-39-5) 38B. Isophorone (78-59-1) X < 10 ug/I 39B. Naphthalene (9(.20-3) X < 10 ug/I 40B. Nitrobenzene (9$ .93-9) X < 10 41B. N-)e~~ X < 10 ug/I (62-75-9) 42B. N-Nitrosodi-N- X < 10 Propylamine (62144-7) 43B. tsar~~ X < 0.01 (86-30+

44B. Phenanthrene ((54t.g) X < 10 45B. Pyrene (129404) X < 10 46B. ),2,s Tricaaccoacovcco X < 10 (120-82-1)

Forte 62(i20.9)0(S)2CS, Effective Ovvetebcr 29, t99( ll-8

W W W W W W W W W W W W W Facility I.D. No. FL0002208 o. OSN- 003

1. Pollutant and 2. Mark X 3. Effluen 4. Units 5. Intake (optional)

~

CAS Number (ifavailable)

'.'GCSIS.Fr'act)on",-"PestIcides

b. Bc t laved Pre)en(

'5""""' ":

a. av.

Cava(

Avvaar

e. Maxim(en (I) Caacvmraioa Daly Vctne (I) ~
a. lazar. va)aa or ava)aMa)

O) Maav

a. taac lcaa Avrc. Va)aa or avacvMr) c. Lang Tean Avrg. Vctne (1) (Aavcercrc(ion (2) Mace 1P. Aldrin (30940-2) X 2P. -BHC (319-84+

3P. -BHC (31945-7) X 4P. -BHC (58-89-9) X 5P. -BHC (319-86-S) X 6P. Chlordane (57-74-9) X 7P. 4,4'-DDT (50-29-3)

SP. 4,4'-DDE (72-55-9) X 9P. 4,4'-DDD (72-54-8)

IOP. Dieldrin (60-57-1) 11P. -Endosulfan (its-29-7) 12P. -Endosulfan (its-29.7) ,X 13P. Endosulfan Sulfate X (1031474) 14P. Endrin (72-204) X 15P. Endrin Aldehyde X (7421-924) 16P. Heptachlor (7644-8) X 17P. Heptachlor Epoxide X (1024-57-3) 18P. PCB-1242 (53(69-21-9) X 19P. PCB-1254 (1 to97~1) X 20P. PCB-1221 (1 1 tot-28-2) X 21P. PCB-1232 (1 1 t41.166) 22P. PCB-1248 (12672-296) X 23P. PCB-1260 (it~ X Fore Q(n0.910(S)2CS, Effcerive November 29. )99(

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W Facility I.D. No. FM002208 / No.OSN403

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

-:GCOIS CAS Number (ifavailable)

Fr'acct)fori";; Pe'stlcid

a. Maxi(ra)ra Daily Vaho (r) ~

a, Mvx. )Oevy Yv)N (it cvvav)rv)

(r) Mvvv (r) ~

c. (oca Tvrra Avra. Yvtvc (ir cvvavr(v)

O) Mvvc

a. Laag Tent) Avrg. Vahro (l) Cooocorrauoa (2) Mart

'4P.

PCB-1016 (t2()7411-2) X 25P. Toxaphene (8001-25-2) X Form Q420.9IO(S)2CS, Effocrivo Novcmtcr 29. 199( VII-10

W W W W W Facility ID No.: FL0002208 o. OSN 004 PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VII INTAKEAND EFFLUENT CHARACTERISTICS PART A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

l. 2. Effluent 3. Units 4. Intake (optional)

Po llutant a. htax. Darly Value b. Max. 30day Value c. lung Term Value d. No. of a. Conccn- a. Iong Tenn Avg. Value b. No. of Analyses tradon Analyses (I) Conccntratioa (2) Mass (I) Corxnntratioa (2) Mass (I) Concentration (I) Concentration (2) Mass L Car enoactous 21 15 9.78 B'bcndcat Oxygen Demand (CBODsj

b. Cbenucal Oxygen Demand (COD)
d. Tots) uspendcd Solids (5.0
c. Total Ninugcn (as N) I21.4
f. Ammoma (as N) 039 0 .0156 Value 0.0053 Value MGD MGD E Spec(fic Conductiviry
j. Temperature (udnter) 19.2 Ir. Tmpcramre (smnmcr) 2tr I. pH Min. 55 Max. 8.2 STANDARD VNIIS ' ao". btco 'cv 'b":x(SN on n PART B - Mark X in column 2a for <<ach pollutant you know or have reason to believe is prcscnt. Mark X'n column 2b for each pollutant you believe to be absent. If you mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must pmvide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additonal details and requirements.
3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS No. (ifavailable) a. be- b. bc a. Maximum Daily Value a. Max. 30 t)ry Vs)re dt svsinan) c. Icne Turn Avrg. Vravv (ir avsilstrr) d. No. of a. Concen- b. Mass a. Long Term Avg. Value b. No. of lieved lievcd Analyses tration Analyses prese(a
a. BrOmide O sss47-I) X
b. CMcrine, Tecal Residual 3.5 3.3 2.4
c. Color X 50 C.U.
d. Fecal Coliform X 13 MF/100 ML
e. FluOride (tsssseaa)
f. Nitrate-Nitritc (u>> X 121 Form 62620.910(5)2CS, Effective November 29, 199( VII-1

M W m m Item VII-B Facility I.D. No. FL0002208 0 o. OSN-004

2. Mark X 3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS No.

a Masiaars nsyy Valse )(scsy Valse arear)Is) c. Ioac Ten Aery. Va)se (i( assis)le) Yo.ot (if available) ~ . Max. est

d. No. of b. a. Iooa Terra Aseraac Va)se ~.

Aealyses Macy Analyses

g. Nitrogen, Total Organic X 0.39 (as N)
h. Oil and Grease <5
i. Phosphorus, Total (as P) 13.2 (7723-144)

(1) Alpha, Total 24 +/-13 pCi/I (2) Beta, Total X 47 +/ -14 pCi/1 (3) Radium, Total X (4) Radium 226, Total X

k. Sulfate (aS SO,) tt48OS.TM) 115
l. Sulfide (as S) X
m. Sulfite (as SO,) 142ss~)
n. Surfactants " X <0.10 mg/1
o. Aluminum, Total (74299os)
p. Barium, Total (74(os')

(I. Bomn, Total (74(0424))

r. Cobalt, Total (74(O4S4)
s. Iron, Total X 150 (743949())
t. Magnesium, Total X 13 mg/1 f7439-9$ 4)
u. Molybdenu, Total X mg/1 (7439-98-7)
v. Manganese, Total X (7439-9M)
w. Tin, Total (7440-31-5) X
x. Titanium, Total (74(0.33es)

Fonrl 62(nO.910(S)2CS. Effcairc Norcsabet 29, 1994 VII-2

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m m m m m m m m m Facility I.D. No. FL00022 11 No. OSN404 PART C - If primary indusuy and this outfall contains process wastewater, refer to Table 2c-2 in th ctions to determine which of thc GC/MS fractions you must test for. Mark X in 2a for all GC/MS fractions that apply to your industry and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-process wastewater outfalls, and non-required GC/MS fractions),

mark X incolumn2bforeachpollutantyou knoworhavercasontobelieveisplcsent. Mark X incolumn2cforeachpollutantyoubelieveisabsent. Ifyoumarkcolumn2aforanypollutant,you mustpmvidetheresults of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will be discharged in concentntions of 10 ppb or greater. Ifyou mark column 2b for acrolein, acrylonittiie, 2,4,dinitlophenol, or 2-methyl4,6 dinitrophenol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentntions of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly descnbe the reasons thc pollutant is expected to bc discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (aH 7 pages) foi each outfalL See instructions for additional details and requirements.

1. Pollutant and 2. Mark 3. Effluent 4. Units 5. Intake (optional)

X'.

CAS Number (if available) ae- c. ao. a. Maa. SO4ay Vaaao (if avai)carr) * (cars Tcoa Avra. Vaaro (rr avasaMc) d. No. of b. a reer r>> avevcr Voo L rra K Saver rover Mass yfccccr aarcrs Analyses (i) Ccoccrcrasco r 0 Ocecova>>

,....:; s;>:j,....,

.':METALS)'CYANIDE)'NDT:OTAL".PIIENOL'S;;::;: ".::i?

IM. Antimony, Total < 0.05 (7440-364) 2M. Arsenic, Total < 0.0022 (7723-144) 3M. Beryllium, Total X < 0.005 (744041-7) 4M. Cadmium, Total X < 0.005 (744043-9) 5M. Chmmium, Total X < 0.01 (744047-3) 6M. Copper, Total (ycao.soa) X 0.033 7M. Lead, Total (?429-92-t) X < 0.005 8M. Mctcuty, Total X <0.0025 (7439-974) 9M. Nickel, Total (?440024) X < 0.04 IOM. Selenium, Total < 0.01 (778249-2)

I I M. Silver, Total (yaaoaa4) X < 0.01 12M. Thallium, Total X < 0.01 (7440-284))

12M. Zinc, Torsi (7440()S()) 0.17 14M. C)so)do, To(at (57-t2S) lSM. Pbcools. To(s) <O.0 to 2ATA-Tcooca)creaaeazo.yayioaio (iyscO(4)

X Foroa (isrS20.9IO(S)2CS. Effcc&e t(overseer 29, l 994

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W W W W m m m m Facili I D No FL0002208 0 OSN-004

1. Pollutant and 2. Mark 'X 3. ENuent 4. Units 5. Intake (optional)

CAS Number (ifavailable) a. (acr)cam Dary Ya)aa a )rax. nneay Ya)aa (if avaeaaaa) c. race Trna Avre. Ya)aa (if avanaa)a) d. No. of b.

Merc a laaa I~ ~ va Analyses

GCOIS FRACTION-;;:,:VO

'V.

Acrolein (1074)2-8) X < 50 2V. Acrylonitrile (107-13-1) X < 17 3V. Benzene (7143-2) < 0.80 5V. Bmmoform (75-25-2) X < 2.3 6V. Carbon Tetrachloride < 0.95 (56-23-5) 7V. Chlombenzene X < 3.4 ug/I (108-90-7) 8V. Chkccdi-brea)one(bene X 0.0039 (12448-I) 9V. Chloroethane (7540-3) X < 2.6 IOV. 2<hloro<thylvinyl X < 1.2 Ether (110-75-8)

I IV. Chloroform (67-'66-3) X 0.04 mg/I l2V. Dichlorobromocnechane 0.024 (75274) lsv. ichkrodin~ X < 0.95

(?$ 7!4) l4V. I,I-Dicbkrocrhanc (7$ .340) < 0.65 ISV. I>Dkbkneemm (I0746.2) 16V. I.I.D~ykne (?~)

l7V. I~Dichloorrqnne (?W7&) < 0.95 ISV. I4Dich)orerccoykne < $ .0 (542-7$ 6) l9V. Brhalbnncnne (IC04I<) X < 0.65

'20V. Methyl Bronudc (744)$ 9) X < 0.95 21V. Methyl Chloride < 1.8 ug/I (74-87-3)

Form 62620.910($ )2CS, E(rccrive November 29, l 994 VII'

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m m w w m Facility I.D. No. FL0002208 0 OSN404

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number

a. aa. c. aa. >> laaxiv>>ta t)ass va)>> !. )(ax. Si)4<) Ya)t>> (i( avaaaa)e) c. Loca T>>ea Avva. Yaa>> ef avaeaMc) d. No. of ~ lava Vm Jwevev vc L <ca ve (ifavai! able) saves acvaa b.

ca<ave Mass

)ceccce aac>>c ca>>

Analyses

<e C>>vaa>>>> (e Cvev>>>>>>

'.:i,GCOIS PRA'CTION:-<70 'ATILE'CO<<OUNDS'(coiitiied)".': "."".-'~

22V. Methylene Chloride < 1.6 (75-98-2) 23V. 1,1,2,2-Tetra- mg/I chlomcthane (79-34-5) 24V. Tetrachloroethylenc < 1.5 ug/I (127-184) 25V. Toluene (10848-3) < 1.8 26V. 1,2-Trans- < 1.8 Dichloroethylene (15&40-5) 27V. 1,1,1-Trichloroethane (71-554) 28V. 1,1,2-Trichloroethanc X 0.0023 mg/I (794)0-5) 29V. Trichloroethylene X < 1.2 (794)14) 30V. Trich!oro- < 2.0 fluommethane (75494) 31V. Vinyl Chloride os<))+ X < 2.0

GRIS
HIACTION';-';'ACID COMPOUND IA. 2<hlomphenol (95-S74) X < 0.01 2A. 2,4-Dichlorophenol X < 0.01 (12043-2) 3A. 2,4-Dimethylphenol X < 0.01 (10547-9) 4A. 4,6-Dinitm434'resol X < 0.01 ug/I (534-52-1) 5A. 2,4-Dinitmphenol X < 0.01 ug/I (51-28-5) 6A. 2-Nitrophenol (88-75-5) X < 0.01 ug/I 7A. 4-Nitrophenol (tooo27) X < 0.03 ug/I Form Q(a20.910(S)2CS, E((ee(ive N<)vembe( 29, 199( Vll-5

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W Facility I.D. No. FL0002208 No. OSN- 004

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number

b. Be- )er)vr Yatvv Cd evvadev) c, Lava Tvom Avta Va)N Cr Lvvavrrc a. tA)rrt) Term Avrz. Vahe (ifavaflablc) a. Maairmrm Daily Vatt)e a. )ra@.

liever)

Pre)era (r) Coeevrevaoa tr)~ o)~ (t) Crdeeerrarba (Z) Mare

."GCOIS,Fractio'n;-".A'evld: Coetnpounvds',Co'ntd:,!"-':

8A. P<hloro-M<resol X < 0.01 ug/1 (59-50-7) 9A. Pentachlorophenol X < 0.01 ug/I (8746-5) 10A. Phenol (108-95-2) X < 0.01 ug/I I IA. 2,4,5-Trichloro-. X < 0.01 phenol (8846-2)

'. GC/hIS;Fiactio'n";:;Base/Neiit 'raI Coiii'potmds,".'g IB. Acenaphthene (to.sz 9) X < 0.01 ug/I 2B. Accnaphtylene X < 0.01 ug/I (208-96-8) 3B. Anthracenc (120-12-7) X < 0.01 4B. Benzidine (9247-5) X < 0.08 ug/I 5B. Benzo (a) Antluacene X < 0.02 ug/1 (56-55-3) 6B. Benzo (a) Pytcnc < 0.01 ug/1 (50-324) 7B. 3,4-Benzo.fluoranthenc X < 0.01 ug/1 (205-99-2) 8B. Benzo (ghi) Perylene < 0.01 (191-24-2) 9B. Benzo (h) Fluoranthenc X < 0.01 (20748-9) 10B. Bis (2-Chlorodthoxy) < 0.01 Methane (111-91-1) 11B. Bis (2-Chlorodthy/) X < 0.01 ug/I Ether (111444) 12B. Bia (Z Cyr/oro/ro/)%pe X < 0.01 ug/I Ether (10240-I) 13B. Bis (2-Erhy/hdxyl) < 0.02 Phthalate (117-81-7)

Form ttz4)20.910ts)zcs. Efreerive Noverebrr 29, 199xa

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W W W W W Facility I.D. No. FL000220 1 No.OSN- 004

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

,',:GCOIS:Fr'a'ctlon'";,Base/¹ut r'al'Coaompo
b. Be-lieved (l) ~
a. Maximum Dai)y Value (r) ~

aa (I) ~

)rax. )ear)ay Va)ao Ot avaaaua)

O) Mass (I) ~

o. taoa Taoo Avve. Va)ss (ir avoca)as)

O) Mass

a. Leng Term Avrt(. Value (l) Cooceetratioo (2) Mare
a. No ot Aaotysos 14B. 4-Bmmophenyl X < 0.01 Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate X < 0.01 (8548-7) 16B. 2-Chloronaphthalene X < 0.01 (91-58-7) 17B. 4-Chlomphenyl X < 0.01 Phenyl Ether (7005-72-3) 18B. Chryscnc (2184)1-9) < 0.01 19B. Dibcno (a,h) < 0.01 Anthracenc (53-70-3) 20B. 1,2-Dichlorobcnzene < 0.01 (95-50-1) 21B. 1,3-Dichlombenzenc < 0.01 (541-73-1).

22B. 1,4-Dichlombenzene X < 0.01 (10646-7) 23B. 3,3'-Dtcbtorobcoridiee < 0.01 (92-94-1) 24B. Diethyl Phthalate < 0.01 ug/I (8446-2) 25B. Dimethyl Phthalatc X < 0.01 (131-11-3) 26B. Di-N-Butyl Phthalate X < 0.02 (84-74-2) 27B. 2,4-Dinitrotoluene < 0.01 (121-14-2) 28B. 2,6-Dinitrotoluene < 0.01 (606-20-2) 29B. Di-N-Octyl Phthalate < 0.02 (117-844)

Form 62o)2O.910(S)2CS, Effective Oaeteber 29, 199(

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W W W W W Facility I.D. No.FL000220 ll No. OSN404

1. Pollutant and 2. Mark 3. Effluent 4. Units 5. Intake (optional)

~

X'.

CAS Number Be- hfaxiflan DaBy Vatne B. Mae. y(en y Va c. (aar Teaa Aver. Ve)oe (if ava)eWc) a. tAaett Term Avrtt. Vahrc (if available) c. ae Srre4

a. fef aveaerce) B. )(o of looe lieved Aaalyece aeeeee Aeeeee (I) Ccaceaaa6oa (r) Mace (l) Coacceceecoa (l) Mace (l) (r) Mace (1) Ccncenrraricn (2) Maya

,'*"C/AIS:Pra'ction '-'",'4'cid; Co" Contd,;::

30B. 1,2-Dipbcncdrazinc X < 0.01 (as Arobcnzenc) (122-66-7) 31B. Fluonnthene (2o(i4so) X < 0.01 32B. Fluorene (86-73-7) < 0.01 ug/1 33B. Hcxachlorobenzene < 0.01 ug/I (118-74-1) 34B. Hexachlorobutadiene < 0.01 (8748-3) 35B. Hcaecraoeecycroycceeneaa X < 0.01 (77474) 36B. Hexachloroethane < 0.01 (67-72-1) 37B. Indeno (1,2,3-cd) X < 0.01 Pyrene (193-39-5) 38B. Isophoronc (78-59-1) X < 0.01 39B. Naphthalene (91-203) X < 0.01 ug/I 40B. Nitmbenzcne (98-9$ -9) X < 0.01 cia. X < 0.01 ug/1 (62-75-9) 42B. N-Nitmsodi-N- X < 0.01 Propylaminc (62144-7) 43B. HereaoaCeeaaynaaa X < 0.01 (86-304) 44B. Phenanthrene (sww) X < 0.01 45B. Pyrcnc (129404) X < 0.01 46B. )*C.Triceaoeoaeaeeca X < 0.01 (120-82-1)

Farm Q(120.910(S)2CS, Effective november 29, 199(

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W Facility I.D. No. FL0002208 No. OSN- 004

1. Pollutant and 2. Mark 'X 3. Effluent 4. Units S. Intake (optional)

CAS Number (ifavailable)

'"sGC5$ Pr'ac(Ion".'-,,'Peas(irides

b. Be-lieved
a. Maxitnutn Daily Value (I) ~
a. Mas. SO nay Vates (ir avaaaata)

(y) Mess (t) ~

e. (eoe Terse Avva. valse Or avaaaate)

O) s(aes

& No.or Aesly see

a. Long Tenn Avrg. Vahe (l) Ceneetaratioo (2) Mass ta leo or Ass)yves IP. Aldrin (30940-2) X 2P. -BHC (319444) 3P. -BHC (31945-7) 4P. -BHC (58-89-9)

SP. -BHC (319464) X 6P. Chlordane (57-74-9) X 7P. 4,4'-DDT (50-29-3) 8P. 4,4'-DDE (72-55-9) X 9P. 4,4'-DDD (72-54-8) X IOP. Dieldrin (60-57-1) X I IP. -Endosulfan (t ts-29-7) 12P. -Endosulfan,(its-29-7) ,X 13P. Endosulfan Sulfate X (1031474) 14P. Endrin (72-204)

ISP. Endrin Aldehyde (7421-924) 16P. Heptach! or (7644-8) 17P. Heptachlor Epoxide (1024-57-3) 18P. PCB-1242 (S24(4)-21-9) X 19P. PCB-1254 (I to9749.t) X 20P. PCB-1221 (lifo(-2g-2) X 21P. PCB-1232 (l l t4t-t(sd) X 22P. PCB-1248 (t2622-294) 23P. PCB-1260 (lto9(i-82-5) X Form tt2&O.910(S)2CS, Effective November 29, 1994 Vll-

I~R Cll 0 'R O O Zl O

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I ...;:;.;:C,

, ';,"?

', 'f;:

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l .C;.'. ' I Qg2 8 Cll CC C4 O .O~ O Oe pR I Facility ID No.: FL0002208 Ou . OSN 005 PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS. VH INTAKE AND EFFLUENT CHARACTERISTICS PART A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

l. ~ IQI. wv vw VW
2. Etilucnt

@War 3, Units 4. Intake (opdona)) ~ aaa aaaa v ~ aaNVWA% VW Pollutant 00$ (1) Concetxration (2) Mass (1) Coocennation (1) Concentration (2) Mass (1) Gxxentratlu

a. Qrbcoacetxn <2.0 Biocbenuod Oxygen Demand (CBODY
b. Cbcmicat Oxygen Dctnatxt (COD) 1.2
d. Total Suspended Sotkts 5.9 <4.0 <4.0 Za

~ (rss)

e. Tccal Nrtrogen (as N)
f. hmmonia (as N) 2.3
g. or projected 0.166 Value 0.06$ MGD
b. Flora-Design MGD k Spceifao Conductivity
j. Temperature (vattxcr)
k. Tctnperature (sumtner) NIh C I. pH Mm. 759 Max. 10.0$ Mm. SThNDhRD VNfrs

. PART B - Mark X in column 2a for each pollutant you know or have reason to believe is present. Mark X in column 2b for each pollutant you believe to be absent. Ifyou mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must pmvide quantitative data or an explanation of their presence in your discharge. Complete onc table for each outfall. Sec the instructions for additonal details and requirements. a.wart X

3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS
a. bc- b. be. a. Maximum Daily Value a. Laaa rane hare. Vaaaa (ir avattaata) d. No. of b. No. of No. (ifavailable) lievcd tlcved

)I )Cax. )ca(say Vaaaa dr vnattaata) a. Concen- b. Mass a. Long Term Avg. Value presetx absetx Analyses tration Analyses

a. Bromide (sasss47-s) X
b. Ctdcrine. Total Resitual X
c. Color X
d. Fecal Coliform X
e. Fluoride (tssasasao X
f. Nitrate-Nitrite (~ )0 X Form 62620.910($ )2CS, Effective Noaetnber 29, 1994 VII-I

I I I I I W Item VII-B Facility I.D. No. FL0002208 0 o. OSN405

1. Pollutant and CAS No.

(if available)

2. Mark X
a. )Cadram tery Yah'.l. )(ac. )OCiay Va (I) Ccoccrcraece Effluent 0( avayawc) a. Icoe terra Aee, va)e (4 aeraae) d. No. of Analyses
4. Units b.

Mary a

5. Intake (optional) ioae Icrra Accraec Vale ~ . Ir. ar Aaatyccc
g. Nitrogen, Total Organic X (as N)
h. Oil and Grease 6.0 <5.0 <5.0 mg/1
i. Phosphoms, Total (as P) < O.oi (7723-144)
j;!Radioact(Y(t)ry"..t;.
;
.N~@)P',';,':o;;".;:

(1) Alpha, Total < 3.0 (2) Beta, Total X < 4.0 (3) Radium, Total X (4) Radium 226, Total X

k. Sulfate (as SO/ tt4ros-79s)

I. Sulfide (as S) X

m. Sulfite (as $ 0$ t4~3)

'n. Surfactants X

o. Aluminum, Total (74299as)
p. Barium, Total (74403M)
q. Bomn, Total X (74(0424j
r. Cobalt, Total (74(04S4)
s. Iro, Total 0.098 0.026 mg/1 (7439S94)
t. Magnesium, Total (7439.954)
u. Molybdenum, Total X (7439-98-7)
v. Manganese, Total X (7439.9SS)
w. Tin, Total (7440-31-5)
x. Titanium, Total X (744032c3)

Form 62420.9IO(S)2CS, E(tee(ice November 29. (994 II-2 I I I I I I I I I I W W W W W Facility I.D. No. FL0002208 No. OSN- 005 PART C - Ify primary indusuy and this outfall contains process wastewater, refer to Table 2c-2 in th tions to determine which of the GC/MS fractions you must test for. Mark X in for all GC/MS fractions that apply to your indusuy and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-process wastewater outfalls, and non-required GC/MS fractions), mark X in column 2b for each pollutant you know or have reason to believe is present. Mark X" in column 2c for each pollutant you believe is absent. Ifyou mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will bc discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrclei, actylonitrile, 2,4,dinitro phenol, or 2-methyl',6 dinittophenol, you must provide thc results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is expected to bedischarged. Note that thcrcate7pagestothispatt; please review eachcarefully. Complete onetable(all7pages) foreach outfall. See insuuctionsforadditionaldctailsand requirements.

1. Pollutant and 2. Mark 'X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) s ~ a. I ~ . c. I ~ ~. (ax)casa t)aat vaaca a. )(ax. )Oact Veal ot acaaaMc) e tcsa recta Acct. vs)ca 0( avails)tc) d. No. of Concen-b. Maxx ~ xsc xm~ vce tcccccx s)csex Analyses ttat ton I)KTAL'Sx.CYAlCDE"ANDjTOTAL"PHEIclOLS:::jinni,,"~:,,:;i:;:. IM. Antimony, Total X < 0.05 mg/1 (7440-364)) 2M. Arsenic, Total X < 0.0022 mg/1 (7723-144)) 3M. Beryllium, Total < 0.005 mg/1 (744041-7) 4M. Cadmium, Total X < 0.005 (744043-9) 5M. Chromium, Total < 0.01 (744047-3) 6M. Copper, Total (taco aoa) X 0.03 0.0026 0.0026 mg/I 7M. Lead, Total (3439-92-l) X < 0.005 8M. Mercury, Total <0.0025 (7439-974) 9M. Nickel, Total (7440020) X < 0.04 10M. Selenium, Total X < 0.01 (778249-2) I IM. Silver, Total (t~~ X < 0.01 mg/I 12M. Thallium, Total X < 0.01 (7440-284) l)M Zinc, Total (7440464) < 0.02 l4bt. Cyanide, Total <0.010 (sj-t2-3) 15M. Phenols, Total x0.010 aa.l.a.rccscttcccxacszo.t-t))axis (l)cco)4) X Form 62420.910(S)2CS, Effective Novaaba 29, t99( c II-3 W Facility I.D. No.FL0002208 No.OSN-005

1. Pollutant and 2. Mark "X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) c le- e.)e- ~. Macieia bier Y3)w k )rax. 904ay vaie (ifavi}aMe) C. tria Teaa Any. Vaie of avahllc) d. No. of b. L 4e rw Ave el scwd erne Merc pl%ca aiba Analyses FRACTION:-,VOL)ATILE'COibIPOUNDS.:'j,,; '.:GC/MS IV. Acrolein (10742-8) X < 50 ug/I 2V. Acrylonitrilc (107-13-1) X < 17 ug/I 3V. Benzene (71-43-2) X < 0.80 ug/I 5V. Bmmofonn (75-25-2) < 2.3 ug/I 6V. Carbon Tettachloridc < 0.95 (56-23-5) 7V. Chlombenzene X < 3.4 ug/I (108-90-7) 8V. Chlorodi-brornornedanc X < 1.2 (12448-1) 9V. Chloroethane (7540-3) < 2.6 IOV. 2<hlomwthylvinyl X < 1.2 Ether (110-75-8) I IV. Chlomform (6746-3) X < 0.55 ug/I 12V. Dichkrobromomcdanc < aso PS-274) 13V. Dichkrodidocromedane X < ass PS-714) 14V. I,I-Dichkroedane PS-34.3) ISV. I>nichkroedace (1074)6 2) 16V. I, I-Dichkrocrhykra (73-334) X 17V. I +Dichkroprotanc (7W7% ISV. I+Dichkroprcpylenc < S.o (S42-7$ 6) 19V. hylbcnzene (100414) X 20V. Me(by( Bronhk (7443-9) < 0.9S 21V. Methyl Chloride X < 1.8 (7447-3) Form Q620.910(S)2CS, E%cdre November 29. 1994 VII' I I I I I I I I I I I Facility I.D. No.FL0002208 o. OSN-005

1. Pollutant and 2. Mark "X 3. Effluent 4. Units 5. Intake (optional)

CAS Number

1. )c- c. )e b. Mae. )04ay Valve (ef ava)ae)e) (if avvaaMv) ~ eec Vea aug (ifavailable) raver reve4
a. Mavieeavv Oaey Ya)ae c. noae Tvvm Aver. Valve
d. No. of b.

Mc)e )eeecec aeecec Analyses ,':,.GCOIS FRACTlOÃ'-':VOLATILE;,COMPOUNDS:(co'ntinucd)::::-':-:-':-':': 22V. Methylene Chloride X < 1.6 (75-98-2) 23V. 1,1,2,2-Tctra- mg/1 ch! oroethanc (79-34-5) 24V. Tetrachloroethylenc < 1.5 (127-184) 25V. Toluene (10848-3) X < 1.8 ug/1 26V. 1,2-Trans- < 1.8 Dichlorocthylene (15&60-5) 27V. I,I, I-Trichloroethane PI-554) 28V. 1,1,2-Trichloroethane X < 1.2 P 9410-5) 29V. Trichloroethylene < 1.2 P94)14) 30V. Trichloro- X < 2.0 fluoromethanc (75494) 31V. Vinyl Chloride (y)o)+ X < 2.0 ug/1 aev.ee'.;:,.'..,',vea e.,,e:"','",,e "ve.Tea GRIS HIACTION:"-.yA'CID:CO)%POUND IA. 2-Chlorophenol (9M') X < 0.01 ug/1 2A. 2,4-Dichlorophenol X < 0.01 ug/1 (12043-2) 3A. 2,4-Dimethylphenol X < 0.01 ug/1 (10547-9) 4A. 4,6-Dinitro-Cresol < 0.01 (534-52-1) 5A. 2,4-Dinitmphenol X < 0.01 (51-28-5) 6A. 2-Nitrophenol (88-75-5) X < 0.01 ug/I 7A. 4-Nitrophenol (tOOO2-7) X < 0.03 Ferm 62420.910(S)rCS, Effective November 29. l99( Vll-5 I I I I m m m m m w, Faoiiiir I.D. No. Ficoutas w No. OsNsos

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5 Intake (optional)

CAS Number (if available) b. Be. tieved Preseie 'Coiitd;::;::;

-'
GC/I)S,Frsactioi'i;-:A'cid;Coo nlpolmds ~ ""

" 'hrc c.

a. Maximum Daily Value (I) Gecemracs (I) ~

ta Maa. Se.nar vs)os (If scans)Is) (I) Stsss

c. Iaoe recco Asca Vs)ca (I) Coaccsccotoa (if assi)a)ac)

(I) Mass

e. Ita, of Aastrscs
a. Long Term Avrg. Value (l) Coneeetrataat (l) Mass ts. Ito of Aastr sec 8A. P-Chloro-M-Clesol < 0.01 ug/I (59-50-7) 9A. Pcntachlorophenol < 0.01 ug/I (87-86-5)

IOA. Phenol (108-95-2) X < 0.01 I IA. 2,4,5-Trichloro- X < 0.01 ug/I phenol (8846-2) orao ';:.GCSIS;Fra'ctlori;".-,;Baage'/Neu tral,Coiii ':. <<I N N .:: ) ':.:o " IB. Acenaphthene ((8-33-9) X < 0.01 ug/I 2B. Acenaphtylene < 0.01 ug/I (208-96-8) 3B. Anthracenc (120-12-7) X < 0.01 4B. Benzidine (92-87-5) X < 0.08 SB. Benzo (a) Anthncenc X < 0.02 (56-55-3) 6B. Benzo (a) Pyrene X < 0.01 (50-32-8) 7B. 3,4-Benzo-fluoranthene X < 0.01 (205-99-2) 8B. Benzo (ghl) Pclylene < 0.01 ug/I (191-24-2) 9B. Bcnzo (/s) Fluonnthene X < 0.01 (20748-9) IOB. Bis (2-Chloroefhoxy) < 0.01 Methane (111-91-1) I IB. Bis (2-Chloroefhyl) X < 0.01 Ether (I I IMP) 12B. Bis (3 Qdorot'soprepyf) X < 0.01 Ether (10240-1) 13B. Bis (2-Ethylhexyl) < 0.02 Phthalate (117-81-7) Form Q(n0.910(S)ZCI, Bffeedve November 29, 199X4 Vll- I I I I m m m m w Na. QsNaes Facdtty I.D. No,FL00022

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) b. Bc lievcd

!GCSfS Fraa'ctIo~ii';Base/¹iit r'at Co'm po'tmds~;C (I) ~
a. hfaximum Daily Value (I) ~

l Mec Su(sar Vale (i( avaataMa) (t) Mass (1) ~

c. tace rasaa Avaa. Vataa O( avahata)

(t) Mass

a. Lceg Team Avctt. Value (l) Cooccttua6ca (2) Mass 14B. 4-Bromophenyl X < 0.01 Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalatc < 0.01 (8548-7) 16B. 2<hloronaphthalene < 0.01 ug/1 (91-58-7) 17B. 4-Chlorophenyl < 0.01 ug/1 Phenyl Ether (7005-72-3) 18B. Chrysene (21841-9) X < 0.01 ug/1 19B. Dibenzo (a,h) < 0.01 ug/1 Anthracenc (53-70-3) 20B. 1,2-Dichlorobenzene < 0.01 (95-50-1) 21B. 1,3-Dichlorobenzenc < 0.01 (541-73-1) 22B. 1,4-Dichlorobcnzene X < 0.01 ug/1 (1(@46-7) 23B. 3,3'-DichtocobeuaiTiue X < 0.01 ug/1 (92-94-1) 24B. Diethyl Phthalate < 0.01 ug/1 (84@i-2) 25B. Dimethyl Phthalate < 0.01 ug/1 (131-11-3) 26B. Di-N-Butyl Phthalate < 0.02 ug/1 (84-74-2) 27B. 2,4-Dinitrotoluene < 0.01 (121-14-2) 28B. 2,6-Dinitrotoluenc X < 0.01 (606-20-2) 29B. Di-N-Ocryl Phthalate X < 0.02 (117-844)

Fccm Qcr)O.910(S)ZCS. E(lccuve Novcmbcc 29, 199( I I I I I W c Facility I D No.FL000220 .'Io. OSN405

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if availablc) ":.::GCSiS,Frac(ion",-.",..'Acid'Com

b. Be-liever)

Contd:.'

c. Se-rsvee Arocre a, hoax)mum Daily Value (I) Occara6a (I) ~
e. Max. )Onsy Vs)re (cf avaasMc)

O) )rasa (I) ~

c. Isoe Icrra Avre. Valoe (if avaasMc)

(I) Mass p).co:;" Z

a. Long Terln Avrg. Value (l) Coneeenalion (Z) htaxx

'b. Ão of Aaalyscs 30B. t,z.D~nya < 0.01 ug/I (as Azobeftzcyt e) (12246-7) 31B. Fluoranthene (ZO&4SO) X < 0.01 32B. Fluorenc (86-73-7) < 0.01 33B. Hexachlombenzene X < 0.01 ug/I (118-74-1) 34B. Hexachlombutadiene < 0.01 ug/I (87-68-3) 35B. Hcxscaasocydopaa4mo < 0.01 ug/I (77474) 36B. HexachIomcthane X < 0.01 (67-72-1) 37B. Indeno (l,2,3-cd) X < 0.01 ug/I Pyrenc (193-39-5) 38B. Isophorone (78-59-1) X < 0.01 39B. Naphthalene (91-20.3) X < 0.01 40B. Nitrobenzene (98.95-9) X < 0.01 41B. N-I"Iooormoaymo X < 0.01 (62-75-9) 42B. N-Nitrosodi-N- X < 0.01 Pmpylaminc (62144-7) 43B. N-lrsro.~~ X < 0.01 (86-304) 44B. Phenanthrene (gwt-g) X < 0.01 45B. Pyrene (129404) X < 0.01 46B. I.).4 rrica)ooeeocero X < 0.01 (120-82-1) Form 6Z&$.9IO(S)ZCS, Bffeenve November 29, l99( VII- I I I I I I I I W Facility I.D. No. FL0002 ll No. OSN405

1. Pollutant and 2. Mark "X 3. Effluent 4. Units Intake (optional)

(GRIS:Fia'citon'",-'.Pes(tc)des'P. CAS Number (if available) b. Bc-ticvect

a. Maxitntun Daily Vatnc (l)~ ( (t) ~

~ . )(ax. )cat)ay Yatac cr avactattc) (2) Naca (t) ~ ~ . recce Tcm Aver. Vataa (ifavaaavtc) (t) Naca c '>'et a '" "

a. Long Tert)) Avrtt. Vahe (t) Concenttaticn (2) Maaa Aldrin (3094)0-2) X 2P. -BHC (319-84+

3P. -BHC (31945-7) X 4P. -BHC (5849-9) SP. -BHC (319-86-8) X 6P. Chlordane (57-74-9) 7P. 4,4'-DDT (50-29-3) X 8P. 4,4'-DDE (72-55-9) X 9P. 4,4'-DDD (72-54-8) 10P. Dieldrin (60-57-1) X 11P. -Endosulfan (t ts.29-7) X 12P. -Endosulfan (t ts-29-7) X 13P. Endosulfan Sulfate X (103147-8) 14P. Endrin (72-204) X ISP. Endrin Aldehyde X (7421-924) 16P. Heptach! or (76-44-8) X 17P. Heptachlor Epoxide X (1024-57-3) 18P. PCB-1242 (63469-21-9) X 19P. PCB-1254 (l totrrmt) X 20P. PCB-1221 (t t to(.2w) 21P. PCB-1232 (t l t4t-le) X 22P. PCB-1248 (t2672-294) X 23P. PCB-1260 (l to9642-s) Form 62(rN.91O(S)tCS, Effective Novertber 29. )99( Vll-9 l I I I I M W W W W W W W W Facility I.D. No. FL000220 1 No. OSN405

1. Pollutant and 2. Mark "X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

,GCIIIIfS,Frcanctloii';-
;.;Pe'sticid

'ssva aassvc

b. Be-lieved
a. Maximum Daily Vah)e (X) S(css
s. a(aa. S(S()ax vsaN Isvaaassc)

(O ~

c. (sse Tscvs Avca. Vasss 0( avsaassc) u) Macs
a. Long Term Avrg. Value
0) Cooosenaxion (t) Mass 24P. PCB-1016 (t26ya.t t-2) X 25P. Toxaphene (800t-M-2)

Focus Q&9.910(S)tCS, Effeeuve )asvecuber 29, l99( VII-10 fr(fjfX iy i<ay <<>> )KOtECTION;" ggq = FLOR WASTEWATER APPLICATION FORM 2CG PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIALWASTEWATER FACILITIES TO GROUND WATER I I I I I ttOIf(IN ~ I 2CG > FLOR A WASTEWATER APPLICATION FOR PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES t TO GROUND WATER Facility I.D. Number: FL0002208 Please print or type information in the appropriate areas. DISCHARGE LOCATION For each location, list the X,Y coordinates and, where applicable, the name of the land application site. (latitude/longitude to the nearest 15 seconds) A. Discharge B. Latitude C. Longitude D. Name of Land Application Location No. (list) Deg. Min. Deg. Min. W 27 20 44 80 14 49 Evaporation/Percolation Basin-West EP-1E 27 20 44 80 14 41 Evaporation/Percolation Basin-East EP-1S 27 20 34 80 14 34 Evaporation/Percolation Basin-South EP - 1SE 27 20 36 80 14 28 Evaporation/Percolation Basin-Southeast I LAND APPLICATION DESIGN A. B. C. D. E. F. Discharge No. Design Configuration and Construction Materials Cover Crop* Dnl arisce&a Grdtttd Water Rate+ Ana'Approx.) CtataiYteatieet EP-IW Unlined Basin, compacted sloped berms N/A 75,000 sq. ft. G-II EP-IE Unlined Basin, compacted sloped berms N/A 77,000 sq. ft. G-II EP-1S Unlined Basin, compacted sloped berms N/A 105,000 sq. ft. G-II EP-ISE Unlined Basin, compacted sloped berms N/A 160,000 sq. ft. G-II epresents basins areas w ic are part o e m ustna wastewater treatment system whic isc arges e t uent to groun water. n apphcauon an re at terminology are typically associated with land application of domestic wastewater. See Response to Item III A I I I I I Facility I.D. Number: FL0002208 OWS, SOURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES Attach a line drawing showing the water flow through the facility.'ndicate sources of intake water, operations contributing wastewater to the effluent, and treatment units labeled to correspond to the more detailed descriptions in Item B. Construct a water balance on the line drawing by showing average flows between intakes, operations, treatment units, and discharge points. If a water balance cannot be determined (e.g., for certain mining activities), provide a pictorial description of the nature and i amount of any sources of water and any collection or treatment measures. See Item HIA Attachment B. For each discharge location, provide a description of: See Item IIIB Attachment for additional information

1. Alloperations contributing wastewater to the effluent; including process wast'cwater, sanitary wastewater, cooling water, and storm water runoff; i 2.

3. The average flow contributed by each operation; and The treatment received by the wastewater. i Use the space below. Continue on additional sheets, if necessary. (1) (2) Operation(s) Contributing Flow (3) Treatment Discharge Location // (a) Operation (list) (b) Avg. Bow dr Urdrr (a) Description (b) Lier Code from Yeble 2CO-I Equip/Nonequip Stormwater* 0.110 MGD Sedimentation (Settling) 1-U Plant Secondary Drains 0.082 MGD Evaporation/Percolation 1-F 1-Y N tal 0 041 MGD Neutralization 2-K EP-1E Equip/Nonequip Stormwater* 0.110 MGD Sedimentation (Settling) 1-U Evaporation/Percolation 1-F 1-Y EP-1S Equip/Nonequip Stormwater EP-1W /1E Sedimentation (Settling) 1-U Overflow Evaporation/Percolation 1-F 1-Y Unit 2 Domestic Wastewater 0.005 MGD Activated Sludge/Disinfection 3-A 2-F EP-1SE Equip/Nonequip Stormwater EP-1W/1E Sedimentation (Settling) 1-U Overflow Evaporation/Percolation 1-F 1-Y

  • Applies to those equipment areas subject to potential oil contamination which are treated via oil/water seaparators or oil traps.

IIII Contd. DEP I.D. Number: FL0002208 Except for storm runoff, leaks, or spills, are any of the discharges described in Items II-A or B intermittant or seasonal? X Yes (complete the following table) No (go to D. below) (I) (2) (3) Frequency (4) Flow Outfall Operation(s) Contributing Flow

0) (a) Flow Rate (b) Total Volume

¹ (List) (List) (a) Days per Week Months per Yr. (in mgd) (specify with units) (c) 'Duration (spocify avg.) (specify avg.) (in days) Umg Term Avg. Max. Ihily Long Term Avg. Mar. Ihily EP.1W Low Volume Waste - Neutralization Batin 0.275 0.20g MG 0.273 MG i

  • For land application systems, also include the Rest Period.

D. Describe practices to be followed to ensure adequate wastewater treatment during emergencies such as power loss and equipment failures causing shutdown of pollution abatement equipment of the proposed/permitted facilities. See Item IIID Attachment IV IMPROVEMENTS A. Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges escribed in this applications This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement ompliance schedule letters, stipulations, court orders, and grant or loan conditions. Yes (complete the following table) X No (go to Item VI-B) I. fdcmifieation of Condition, Agreemem, Etc. 2. Affected Discharge Locatkms 3. Brief Description of Pro)cct e. Final Cotnplianee Date

a. No. b. Source of Dhchsrge a. Required i B. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (or other environmental projects which may affect your discharges) you now have underway or which you plan. Indicate whether each program is now underway or planned, and indicate your actual or planned schedules for construction.

t Mark "X" if description of additional control programs is attached. Facility I.D. Number: FL0002208 V INTAKE AND E~~UENT CHARACTERISTICS A, B, & C: See instructions before proceeding-Complete one set of tables for each discharge location Annotate the location number he space provided. NOTE: Tables V-A, V-B, and V-C are included on separate sheets number V-1 through V-10. se the space below to list any of the pollutants listed in Table 2CG-3 of the instructions, which you know or have reason to believe is discharged or may be discharged from any outfall. For every pollutant you list, briefly describe the reasons you believe it to be present and report any analytical data in your possession.

1. Pollutant 2. Source 1. Pollutant 2. Source N/A iVI POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS Is any pollutant listed in Item V-C a substance or a component of a substance which you currently or final product or by-product?

YES (list all such pollutants below) X NO (go to VII) use or manufacture as an intermediate VII CONTRACT ANALYSIS INFORMATION Were any of the analyses rcportcd in Item V performed by a contract laboratory or consulting firm? X YES (list the name, address, telephone number, and certification number of, and pollutants analyzed by each such laboratory or firm below) NO (so to section VIII) A. Name B. Address C. Telephone D. Pollutants Analyzed (list) (area code dc no.) Savannah Laboratories 414 S. W. 12~ Avenue (305)421-7400 TOC, Cyanide, TEN, Phenols, BOD, Certification 0-E56078 Deerfield Beach, Fla 33442 Surfactants, Color East Coast Labs 1500 S. 29th St. Suite 4 (407)461-3162 Fecal Coliforms Certification 0-86257 Ft. Pierce, Fla 34947 Facility I.D. Number: FL0002208 VIIICONNECTION TO REGIONAL POTW Indicate the relationship between this project and area regional planning for wastewater treatment. List steps to be taken for this dustrial wastewater facility to become part of an area-wide wastewater treatment system. At the present time, FPL is not aware of any plans for a regional industrial wastewater facility. Should such a facility be constructed, FPL will study the feasability to become part of the system. X-A CERTIFICATIONS FOR NEW OR MODIFIED FACILITIES t This is to certify the engineering features of this pollution control project have been designed by me and found to be in conformity with sound engineering principles, applicable to the treatment and disposal of pollutants characterized in the permit application. There is reasonable assurance, in my professional judgment, that the pollution control facilities, when properly maintained and operated, will i discharge an effluent that complies with all applicable statutes of the State of Florida and the rules of the Department. It is also agreed that the undersigned, ifauthorized by the owner, will furnish the applicant a set of instructions for the proper maintenance and operation of the*pollution control facilities and, if applicable, pollution sources. Signature Company Name Address: Name (please type) Florida Registration No. Telephone No. Date: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry t of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name & Official Title (type or print) Signature Telephone No. (area code & no.) Date Signed I I I I I I Facility I.D. Number: FM002208 IX-8 CERTIFICATIONS FOR PEEVpGY RENEWALS is to certify the engineering features of this pollution control project have been examined by me and found to be in conformity sound engineering principles, applicable to the treatment and disposal of pollutants characterized in the permit application. There is reasonable assurance, in my professional judgment, that the pollution control facilities, when properly maintained and operated, will discharge an effluent that complies with all applicable statutes of the State of Florida and the rules of the Department, Ra L. L erl P.E. Consultin En ineer Signature Company Name Ra L. L erl Address: 2211 Watrous Drive Name (please type) Dunedin Florida 346 8 hghhllllppppp Florida Registration No. 9211 Tetephoee hto. ~8t3 733-t t36 Date: 3 "~+ ito No. 9211 ~ STATE OF e'ig /g~ ~RED EH~ as~ hll ~~Opprcphhh<~ certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of thc person or persons who manage the system or those persons directly rmponsible for gathering the information, the t information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibi:ity of fine and imprisonment for knowing violations. W. H. Bohlke Vice President St. Lucie Plant Name & Official Title (type or print) Signature 407 465-3550 Telephone No. (area code & no.) Date Signed I I I ITEM IIIA ATTACHMENT FPL - ST. LUCIE PLANT INDUSTRIALWASTEWATER PROCESS FLOW DIGRAM (Estimated Flows Based on 1995 Process Data and Average Rainfall) Ft. Pierce City Water Atlantic Ocean 114 mgy Unit ¹1 Sewage 1.7 mgy Treatment Plant Mangrove OSN 004 Flushing 26 mgy Non-Equipment Area (OSN 00B) Stormwater Drains Intake Canal Once-Through Lobster Low Volume Waste- 14mgy Neutralizatlon Basin and Auxiliary Culturfng OSN 002 Equipment 15 mgy~ Cooling Water 60 mgy 93 De mineralize re mgy n e creen Wash Water Unit ¹1 Unit ¹2 OSN 00 qu pment a Runoff Drains (city mgy water & storm water Atmosphere Unit ¹2 Sewage Treatment Plant Low Volume Waste-Steam Generator Blowdovm OSN 005 2,1 mgy Discharge Canal OSN 001 Low Volume Waste-Radwaste Discharge OSN 003 2.9 mgy Unit ¹2 Unit ¹1 Multiport Y-port Diffuse r Diffuser Legend: Atlantic Ocean OSN Outfall Serial Number Normal Path


. Alternate Path Proposed Path

I I

I I

I

ITEM IIIA ATTACHMENT ST. LUCIE PLANT GENERAL PLANT DESCRIPTION AND HYDROLOGICAL CONDITIONS PLANT FACILITIES AND GENERAL SETTING The St. Lucie Plant is located on Hutchinson Island about seven miles southeast of the city of Fort Pierce in St. Lucie County, Florida (Figure 1). The plant is owned by the Florida Power and Light Company (FPL) and has been in operation since 1976. Two 850 MW nominal rating nuclear units at the site share once-through cooling water intake and discharge canals (Figure 2). Four Evaporation/Percolation Basins, located south of the power block area (Figure 2), discharge to groundwater at the plant site. These basins are constructed in the native soils and are unlined. They receive non-nuclear related wastewater including sewage treatment plant effluent from St. Lucie Unit 2 and stormwater runoff.

The plant property is bounded on the east by the Atlantic Ocean and on the west by the Indian River. Privately-owned land is adjacent to the respective boundaries of the site located approximately one mile north and south of the plant power block (Figure 1). The Atlantic Ocean and the Indian River surround Hutchinson Island and dominate its hydrologic setting. The island is fringed by a mangrove swamp along the Indian River and by a beach-sand dune complex along the Atlantic Coast.

Two aquifers underlie the mainland as well as Hutchinson Island: the unconfined surface aquifer and the underlying Floridian aquifer. The nonartesian surface aquifer occurs within the Anastasia Formation which is composed principally of sand with thin lenses of cemented shell, limestone or sandstone and extends to a depth of approximately 150 feet. This aquifer is separated from the deeper Floridian aquifer by the Hawthorne Formation, principally composed of sandy clay. This formation forms an aquiclude 450 to 650 feet thick, preventing hydrologic interaction between the two aquifers. The Floridian aquifer is artesian in this portion of Florida and consists of permeable limestone beds, the top of which occur at a depth of 600 'and 800 feet.

Groundwater at the site is currently classified as G-II. A thin lens of "fresh" water does occur on Hutchinson Island, although it is almost nonexistent during dry periods when no recharge is taking place. Only the residents of a few older homes occasionally use the shallow island groundwater for nonpotable purposes.

Since the limited "fresh" water from the surface aquifer is not potable and most of the aquifer contains saltwater, FPL purchases potable water from the city of Fort Pierce.

Residents living in the northern part of Hutchinson Island receive their water via a pipeline from the city of Fort Pierce. Residents living in the southern part of the island receive their water via a pipeline from the city of Stuart. Four condominiums located more than a mile south of the plant site are known to have wells in the Floridian aquifer at depths greater than 600 feet. Water from these wells is high in chloride; consequently, a reverse osmosis system is used to purify it for potable use.

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PLANT HYDROLOGIC SETTING The plant proper is essentially constructed on an "island within an island" where intake and discharge canals filled with flowing water from the Atlantic Ocean isolate it on the south, west, and north, while the ocean forms the boundary to the east. The intake canal provides the plant with cooling water via three pipes that extend seaward. The discharge canal carries heated cooling water to the ocean via two discharge pipes (Figure 2). The volume of saltwater flowing through the cooling canals is approximately 1,026,000 gallons per minute (gpm) with all pumps operating. Big Mud Creek to the north, Herman Bay to the south, and the Indian River to the west are the other natural saltwater bodies that surround the plant site (Figure 1).

A study provided by Technos Inc. (1984) indicates the following:

~ The site is isolated hydrologically from any off-site "fresh" water by natural saltwater bodies and the intake and discharge canals;

~

The St. Lucie Plant site is completely underlain by intruding saltwater at shallow depths;

~

Any discharge to groundwater from the unlined basins on the plant "island" is intercepted by the intake canal and discharged to the Atlantic Ocean.

The Technos study also indicates that discharges from the unlined basins at the plant area are isolated and cannot possibly influence any "fresh" water outside of the St. Lucie Plant boundaries. Any discharges to groundwater will be intercepted by the intake canal and mixed with the seawater that flows through it at a rate of 1,026,000 gpm.

Furthermore, shallow groundwater is not utilized as a source of potable water at the plant nor by residents living on Hutchinson Island. It was further concluded that the deeper Floridian aquifer will not be affected by plant discharges because it is isolated by:

approximately 135 feet or more of intruding saltwater underlying the plant site, 450 to 650 feet of sandy clay which forms an aquiclude, and the upward artesian pressure of non-potable water in the Floridian aquifer.

Based upon these facts, a Groundwater Monitor Plan should not be required for the St.

Lucie Plant due to:

~

the plant's location in an area isolated by saltwater, where groundwater is considered nonpotable, and

~ the fact that any plant discharge would be intercepted by the ocean water cooling canals and discharged to the ocean.

EVAPORATION/PERCOLATION POND DESCRIPTION The St. Lucie Plant Evaporation/Percolation Pond system consists of four, unlined basins which receive equipment/non-equipment related stormwater as well as discharges from certain plant systems. Most of the flow is initially received by the East and West Basins via the plant storm drainage system. The East and West Basins overflow via underground piping and a drainage trench, respectively, to the South Basin. The South Basin is, in turn, connected to the Southeast Basin by a short culvert. All four basins are unlined, with compacted sloped berms. Bottom sediments of all the basins generally consist of natural organics and sand. The entire system is sized to accommodate an average of 14,000,000 gallons of water per month.

The West Basin receives drainage from the west side of the plant, including the secondary system floor drains of each unit, and support areas. The basin is rectangular in shape, with a surface area of approximately 75,000 sq. ft. Average depth is approximately 20 ft., resulting in an operating capacity of about 11,200,000 gallons.

Overflow to the South basin is protected by a floating oil boom.

The East Basin receives drainage from the east side of the plant, including the radiation control area and miscellaneous support areas. The basin is irregular in shape, with a surface area of approximately 77,000 sq. ft. Average depth is approximately 8 ft.,

resulting in an operating capacity of about 4,600,000 gallons. Overflow to the South basin is protected by a floating oil boom.

The South Basin receives overflow from the East and West Basins. This basin has a long, rectangular shape, with a surface area of approximately 105,000 sq. ft. Average depth is approximately 8 ft., resulting in an operating capacity of about 6,300,000 gallons. This basin is, as stated previously, connected to the Southeast Basin by a short, submerged culvert.

The Southeast Basin is irregular in shape, with a surface area of approximately 160,000 sq. ft. Basin depth varies considerably, but is. estimated to average about 4 ft., which results in an operating capacity of about 4,800,000 gallons. A discharge outfall is proposed from this basin to the plant's intake canal. This outfall would be used when local rainfall amounts result in pond levels that threaten plant operating equipment. This discharge opening would be designed higher than normal basin operating level and would also be locked closed when not in operation.

tg PROPERTY 4e~1~ ~

e ~ ~

BOUNDARY hh yal X

c F+

'O Q 0Q Light 0

0 Merman Bay Too (C pa, a'f e

4'y>

yahoo'e'

+

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a aaannen-nlanyclEAR nawnya

'ubst ay, gb . I~fgt I'yn 1Y ANTE

'~QQCAVION >44'?e p

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,c

@4( eyy~

+8 'nkOnIL, Bay GIOI PROPERTY BOUNDARY

' F e

Q O

FLORIDA r =4 OUAORANGLE LOCATIOM ~

ANKONA >aS3 QUAD.

EDEN CQSS QUAD. ITEM IIIB ATTACHMENT SOURCE: USGS 7.5 MW. QUAD.

T36S, R41E FIGURE 1 FLORIDA POWER AND LIGHT COMPANY SITE LOCATION MAP FLORIDA POWER & UGHT CO.

ST. LUCIE NUCLEAR POWER PLANT ST. WCIE COUNTY

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ITEM IIIB ATTACHMENT FIGURE 2 FPL ST. LUCIE PLANT OUTFALLLOCATION MAP gIj co 'T....

BIG MUD CREEK 4

INTAKE CANAL RCES8o~ tt o0 INDIAN RIVER Go ~o 8 IAAT I

PROPOSED SOIITH EAST DASIN Cl 0 Occam RIP Ckm~'o ESP OUTFALL QIS D ~

SOVTH EAST Qlo Q ...'AST PARKINO LOT

~ AIANOROVE FLVSIRNO DISCHAROE Qs EAST PARKPIO LOT 00IO FI m

YI X

LIARICVLTVRE FAOKITY DISCHARGE II II I

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I II I I I II ATLANTICOCEAN I I

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I I INTAKE UNIT I STRUCTURE UNIT 2 DISCHARGE DISCHARGE

~I.e end I0eeeeeer eeeeeeeew>>eeAIIeeeeI~

1) Serial No.001-POD 6) Non-equipment Stormwater Drains 1A) Once Through Aux Cooling Unit 1 Serial No.006B & 006C 1B) Once Through Aux Cooling Unit 2 7) Intake Screen Wash
2) Low Volume Waste - Neutralization Basin Sedal No. 007 Serial No.002 8) Hazardous Waste Satellite Accumulation
3) Low Volume Waste - Liquid Radiation Waste Area Serial No.003 9) Hazardous Waste 90<ay
4) Unit No.1 Sewage Treatment Plant Accumulation Area Serial No. 004 10) Evaporation/Percolation Basins
5) Low Volume Waste - Steam Generator Blowdown Serial No.005

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ITEM IIIB ATTACHMENT ST. LUCIE PLANT MAJOR WASTE STREAMS TO GROUND WATER

1. 'E ui ment/Non-E ui ment Stormwater-This waste stream is associated with rainfall at the plant site that is carried to the East and West Basins via the plant storm drainage system. Average rainfall results in about 0.110 MGD on average to each of these basins. Drainage from areas subject to oil contamination is routed through oil/water separators or oil traps prior to discharge to the basins.
2. Plant S stem Draina e-This waste stream is associated mainly with the plant secondary side discharges such as steam jet air ejector, gland seal exhaust, pump seal leakoff as well as wet lay-up activities. Also included are auxiliary cooling heat exchanger drains, seawater strainer backwashes, as well as miscellaneous cleaning/washdown activities. This waste results in a average of about 0.082 MGD, which is routed mainly to the West Basin. Here again, drainage from areas subject to oil contamination is routed through oil/water separators or oil traps prior to discharge to the basins.
3. Neutralization Basin Dischar es-This waste stream is associated with intermittent plant make-up water demineralizer regeneration. This waste is neutralized prior to discharge, and can be routed to either the intake canal via OSN 002 or the West Basin. In 1995, these discharges resulted in about 0.041 MGD to the West Basin.
4. Unit 2 Sewa e Treatment Plant Effluent-This waste steam averages approximately 0.005 MGD which is routed directly to the South Basin from which there is no discharge to navigable waters of the U.S. Treatment includes activated sludge, disinfection, and filtration prior to discharge. Domestic sludge is transported to the Indian River County Regional Treatment Facility in Gifford, Florida.

Note: A groundwater treatment system is in service to remediate a diesel fuel spill in the radiation control area. This system operates under an approved DEP Remedial Action Plan, permitted by SFWMD, and placed in service in 1995. This system discharges approximately 0.014 MGD of treated groundwater to the East Basin.

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ITEM IIID ATTACHMENT ST. LUCIE PLANT PRACTICES TO ENSURE WASTEWATER TREATMENT DURING POWER LOSS OR EQUIPMENT FAILURE Most treatment system components at the St. Lucie Plant are "passive" in nature and are, therefore, not impacted by power failures. Exceptions are the various pumps which serve some of these systems. In these situations, added "surge" capacity has been included in the design to accomodate power loss. In many instances, such as in the sewage treatment plant, dual pumps are used for system redundancy. In addition, the plant has a maintenance department staffed or "on-call" twenty-four hours a day for maintenance and repair of the systems.

In that the St. Lucie Plant is a nuclear facility, all power losses to the site are managed with a high priority.'ny loss of power is usually brief and should not affect waste treatment to any significant degree.

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ITEM IIIE ATTACHMENT ST. LUCIE PLANT METHOD AND LOCATION OF FLOW MEASUREMENT Average flows to the Evaporation/Percolation Ponds are estimated as follows:

1. E ui ment/Non-E ui ment Stormwater-Average flows to these basins are estimated based on average rainfall and contributing drainage area.
2. Plant S stem Draina e-Average flows are based on amount of make-up water added to the Plant systems, drainage rates from various plant systems and estimates of that lost to atmosphere in the form of steam.
3. Neutralization Basin Dischar es-Average flows are determined using basin volume calculated prior to each batch discharge.
4. Unit 2 Sewa e Treatment Plant Effluent-Flows are determined by calibrated pump flow rates and the amount of time operated on a daily basis.

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W Facility ID No.: FL000220 I No. EP-IW PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VH INTAKEAND EFFLUENT CHARACTERISTICS PART A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

1. 2. Efiluent 3. Units 4. Intake (optional) a>> aaaa v>> L aaav aaav v>> \>>a 1>> v>> a>> a>>A% V>> ~ aa ar Pollutant EPI W (I) ~ioa (2) Mass (I) Carcetxrataon (2) Mass (I) Ccocctxratioa (2) Mass (I) Concerxrauon (2) Mass
a. (4rbortaocous 3.7 B'ochcndcal Oxygen Demand (CBODY
b. Chemical Oxygen Demand (COD)
  • Taal Suspended Scdids ( 12 (rss)
e. Taal Ninugen (as N)
f. Ammcoia (as N)
g. Bow-acnxd a MOD pojectcd
h. Bow @coign
i. Spcmfrc CoahcMty
l. Temperature (wirxcr)
j. Teagerarurc (summer)
k. pH Min. 10.18 Max. IO.18 I STANDARD UNIrs

",'w ys "..;.'.';s'AA'OMRYbxw 4"%%V" ~ "%.

PART B - Mark 'X" in column 2a for each pollutant you know or have reason to believe is present. Mark X in column 2b for each pollutant you believe to bc absent. Ifyou mark column 2a for any pollutant which is limited either directly, or indirectly but explessly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additonal details and requirements.

3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS No. (ifavailable) b. bo- a. Maximum Daily Value a. Max. Sar)ay Vataa (ar avacatra) c. Irate Taon Avra. Vataa (ar avanatra) d. No. of a. Concen- b. Mass a. Long Term Avg. Value b. No. of lieved absetx Analyses tration Analyses (I) Caoaaoraoaa (I) Caamaa6m
a. Bmmidc o sy)4y4) X
b. Chhxine. Tocat Res idaat (0.01
c. Color 15 C.U.
d. Fecal Coliform MF/100 ML
e. Fluoride (tssss4ss) X
f. Nitrate-Nitrite (~ rt) X 1.03 pam 624209105)2CS, Effective Revealer 29, 1991 VII-1

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W W /

Item VII-B Facility I.D. No. FL0002208 No.EP-IW

1. Pollutant and CAS (if available)

No.

2. Mark X

~ .)Drirsve Daily Yah'.

b. Mss.

Effluent X44y Vaja (ir avrsvrrr) c. tore Tens Avrr. Valve (ir avahwc)

d. No. of Analyses
4. Units b.

Mms

5. ntake (optional)
s. toes Tvrrs Avenge (l) Ccvvearvooe VAe
g. Nitmgen, Total Organic X 0.29 (as N)
h. Oil and Grease <5
i. Phosphorus, Total (as P)

(7723-l44))

"j::;RadioactiYity,:g ";:::;:."J.,:::;:::,:4;,.~;-:.;;.:,::

(I) Alpha, Total < 3.0 (2) Beta, Total < 4.0 (3) Radium, Total (4) Radium 226, Total

k. Sulfate (as SO/ (t(tos.TM) 2.2t
l. Sulfide (as S)
m. Sulfite (as SO)) t4~)
n. Surfactants <0.10 mg/I
o. Aluminum, Total (7429.9M)
p. Barium, Total (7440390)
q. Boron, Total 0.43 (7440424))
r. Cobalt, Total (7440434)
s. Imn, Toed X 0.077 mg/I (743949())
t. Magnesium, Total X 21 mg/I (7439-954)
u. Molybdenum, Total X 0.19 mg/I (7439-98-7)
v. Manganese, Total (7439-995)
w. Tin, Total (7440-31-5)
x. Titanium, Total (7440-324)

Form 62()20.910(S)2CS, Effoorive November 29, 1994 VII-

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W Facility I.D. No. FL000 tfall No. EP-I W PART C - If a primary indusuy and this outfall contains process wastewater, refer to Table 2c-2 in ctions to determine which of the GC/MS fractions you must test for. Mark "X in 2a for all GC/MS fractions that apply to your industry and for ALLtoxic metals, cyanidcs, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-process wastewater outfalls, and non-required GC/MS fractions),

mark X" in column 2b for each pollutant you know or have reason to believe is present. Mark X in column 2c for each pollutant you believe is absent. Ifyou mark column 2a for any pollutant, you must pmvide the results of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide thc results of at least onc anlysis for that pollutnat ifyou know or have reason to believe it willbe discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrolein, aclylonitrilc, 2,4,dinitmphenol, or 2-methyl4,6 dinitrophenol, you must pmvide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concenuations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is expected tobcdischarged. Note that therearc7pagestothispatt; please revicweachcarefully. Complete onctable(all7pagcs) forcachoutfall. Sec instructions foradditionaldetailsandrequircments.

I. Pollutant and 2. Mark "X 3. Effluent 4. Units 5. Intake (optional)

CAS Number

a. aa. *ae a. (ac)evan Oa)S Veaec ~ . )(ac. Seeay Yaha Of aeaaa(ce) (if aeaha(e) a C~

(ifavailable) Saves Seven

c. Lace Tens i(eea. Va)ae
d. No. of b. eeee aceee vaee Mass (ececees a)ceca Analyses
.-'
11KTALS ":CYANIDE:,'AND:T OTALtPHENOLS:i--:-";i IM. Antimony, Total X < 0.05 mg/I (7440-364))

2M. Arsenic, Total X < 0.0022 (7723-144) 3M. Beryllium, Total < 0.005 (744041-7) 4M. Cadmium, Total < 0.005 mg/I (744043-9) 5M. Chmmium, Total X < 0.01 (744047-3) 6M. Copper, Total ()ccoso4) X < 0.025 7M. Lead, Total (2439-92.1) X < 0.005 8M. Mercury, Total X <0.0025 (7439-974) 9M. Nickel, Total (y~) X < 0.04 10M. Selenium, Total < 0.01 (778249-2)

IIM. Silver, Total 0aao~ < 0.01 12M. Thallium, Total X < 0.01 (7440-284) 13M. Zine, Tool (7440666) < 0.02 14M. Cyanide. To(al 0.031 (37-)24) tSM. Phono(a, To(al <0.010 a),TA-T~lcaetey-linda X (l)444(4) reran 62620.9)0(S)2CS. Effee(ive Novenaber 29, 1994 Vll-3

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W Facility I.D. No. FL0002208 No. EP-1W

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) a. Maxiram r)eey Vaa>> L Rex. )04ey Vaa>> (if aevi!ca)e) o. (Deca rene Aura. Value (if avaaeMe) d. No. of 1. b. a ae>> t~ avuuv vore a, >>e K Concen- Maya Analyses (l) Cooeeeerenon rrarkn GCOIS'FRACTlON .;VOL(ATILECOMPOUNDS!-."-':""':-

IV. Acrolein (10742-8) < 50 ug/I 2V. Acrylonitrilc (107-13-1) X < 17 ug/I 3V. Benzene (7143-2) X < 0.80 ug/I 5V. Bromoform (75-25-2) X < 2.3 ug/I 6V. Carbon Tetrachloride X < 0.95 ug/I (56-23-5) 7V. Chlombenzene X < 3.4 ug/I (108-90-7) 8V. Chlorodi-bromo(no(bane < 1.2 ug/I (12448-I) 9V. Chlomethane (754)0-3) X < 2.6 IOV. 2<hloro<thylvinyl X < 1.2 Ether (110-754)

'I IV. Chlomform (6746-3) X < 0.55 ug/I 12V. Dichlorobrcencneerhanc < 0.30 (75-274) 13V. Dichkexm~

(75-714) 14V. I,I-Dichkroc(banc (75O(-3) X ISV. I,z-nichkroe(bane (1074)62) X < 0.9S 16V. I,I-Dkhkroefhyknc (75-354) X < 23 17Y. I~Dichloropropanc (7W74) X ISY. I+Dichl~nc < 5.0 (542.7545) 19V. Bhytbenaenc (100414) < 0.6S 20V. Merhyl Brcenide (7443-9) < 0.95 21V. Methyl Chloride X < 1.8 (7447-3)

Fora 63620.910(5)2CS, E(roc(tee Novenber 29, 1994 VII'

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Facility I.D. No. FL0002208 No. EP-IW

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) b )rav. )Ovray Ya)aa (ir avaraaaa) a. tave Iavva Avre. Ya)aa (if avaeawv) d. No. of b. a aava r~ avvvN vav Maar Analyses GCOIS FRACTION:::5VOLATKE,COMPOUNDS (contm 9 ed)4;'i."vi;::::.: 'ig.i 22V. Methylene Chloride < 1.6 P5-98-2) 23V. 1,1,2,2-Tctn- X chloroethanc P9-34-5) 24V. Tettachloroethylene X < 1.5 ug/I (127-184) 25V. Toluene (108-88-3) X < 1.8 ug/I 26V. 1,2-Trans- < 1.8 Dichloroethylene (15640-5) 27V. 1,1,1-Trichloroethane X (71-554) 28V. 1,1,2-Trichloroethane X < 1.2 ug/I (794)0-5) 29V. Trichloroethylene X < 1.2 ug/I (7941+

30V. Trichloro- < 2.0 fluommethane P5494) 31V. Vinyl Chloride (yyor~ X < 2.0

GC/bIS, FRACTION:,-',"ACID COMPOUND IA. 2<hlorophenol (9M7@ X < 0.01 ug/I 2A. 2,4-Dichlorophenol < 0.01 ug/I (12043-2) 3A. 2,4-Dimethylphenol < 0.01 ug/I (10547-9) 4A. 4,6-Dinitro+4'resol < 0.01 ug/I (534-52-1) 5A. 2,4-Dinitrophenol X < 0.01 (51-28-5) 6A. 2-Nitrophenol (88-75-5) X < 0.01 ug/I 7A. 4-Nitmphenol (tooo2-7) X < 0.03 Form aa(it0.910(S)tCS, Effecrtve November 29, 199( II-5

W W W W W W Facility I.D. No. FL00022 all No. EP-IW

1. Pollutant and 2. Mark 'X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

.':,GC$ 18. Fr'actioii-.":A'cld Co'm poimds

b. Be-Itevest (i) ~
a. Maxhaun Dally Vahe o) )n (i) ~
e. Max. aaDa) Vasss (i( asaaaa)s)

O) Mass (I) ~

e. tave Tasse Assa. Ya)aa (sf asses)as)

O) Mass

a. Lag Teens (t) (Aeeeena(ien Avrtt. Vahe (2) Mass 8A. PZhloro-M+resol X < 0.01 (59-50-7) 9A. Pentachlorophenol X < 0.01 (87-86-5)

IOA. Phenol (108-95-2) < 0.01 I IA. 2,4,5-Trichloio- X < 0.01 ug/I phenol (8846-2)

'":.GCSIS:Era'ctlori - Base'/Neut raI'.Co" mpoiiiids";-",.-

IB. Acenaphthenc (83-32-9) X < 0.01 ug/I 2B. Acenaphtylene X < 0.01 (208-96-8) 3B. Anthracene (120-12-7) X < 0.01 4B. Benzidinc (92-87-5) < 0.08 5B. Benzo (a) Anthracene < 0.02 (56-55-3) 6B. Benzo (a) Pyrene X < 0.01 ug/I (50-324) 7B. 3,4-Benzo-fluoranthene X < 0.01 (205-99-2) 8B. Benzo (ghl) Perylenc X < 0.01 (191-24-2) 9B. Benzo (k) Fluoranthene < 0.01 ug/I (2074)8-9)

IOB. Bis (2-Chlorocrhozy) X < 0.01 ug/I Methane (111-91-1)

I IB. Bis (2-O)lorocrhy/) X < 0.01 ug/I Ether (I I IMP) 12B. Bis (2 )se(s(fsrepyr/ X < 0.01 ug/I Ether (102M-I) 13B. Bis (2-Ethy/hczyl) X < 0.02 ug/I Phthalate (117-81-7)

Fenn ()2(ttc.91O(S)2CS. Effee(ive Nevesetser 29, !99X4 VII-

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Facility I.D. No. FL0002 all No. EP-I W

1. Pollutant and 2. Mark X 3. Effluent 5. Intake (optional)

CAS Number (if available) b. Bc>>

lieved

'.-.':GCOS. Fr'actioit',-";Basel¹ u(r'aI Com pounds,C

a. Maxinann Dalty Vahe o)~ (o~ (I) ~
a. )fsx )O f)ar Ya)as (f avaaaaaa)

O) Mass O) ~

c. tasse Tace Avva. Yaaas (af avaaaaas)

O) Mass

a. Lant) Ycfm hvftt. Vatoe (t) (Aaeco((aden (2) Mace
" y.'ac a.'Gc M'4B.

4-Bromophenyl X < 0.01 Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate X < 0.01 ug/I (8548-7) 16B. 2-Chlomnaphthalene X < 0.01 (91-58-7) 17B. 4<hlomphenyl X < 0.01 Phenyl Ether (7005-72-3)

ISB. Chrysene (21841-9) X < 0.01 19B. Dibenzo (a,h) X < 0.01 ug/I Anthtacene (53-70-3) 20B. 1,2-Dichlorobenzene X < 0.01 (95-50-1) 21B. 1,3-Dichlorobenzene < 0.01 (541-73e1) 22B. 1,4-Dichlombenzene < 0.01 (IO&46-7) 23B. 3,3'-Dicbtofobcf)a)dine < 0.01 (92-94-1) 24B. Diethyl Phthalate X < 0.01 (84~2) 25B. Dimethyl Phthalate < 0.01 (131-11-3) 26B. Di-N-Butyl Phthalate < 0.02 (84-74-2) 27B. 2,4-Dinitmtoluenc X < 0.01 ug/I (121-14-2) 28B. 2,6-Dinitrotoluene X < 0.01 ug/I (606-20-2) 29B. Di-N~tyl Phthalatc X < 0.02 (117444))

Fcnn 62420.910(5)2CS. Effective November 29, l99(

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W W W W W m m m m m . m Facility I.D. No. FL0002 Ail No. EP-I W

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

GCSIS Fraction.-.",'A'cid: Com
b. Be-lieved Cont(L'::>.
c. Ba

%ceca Accccc

a. Maximum Daily Vahe (I) eaacccscaaccc O) )O (I) ~

L Maa. )CM)ar Ya)cc fcf acaaaicc)

O) Mass (I) ~

  • lsac recce Acre. Vaacc (ir acaaaNc)

(I) Macs

a. Lory Term Avrtt. Vahe (t) Gxeerrra&N (2) Mass c a "c

30B. t,z-Dirbcmytbydraahe < 0.01 ug/I (fts Azobenzcne) (12246-7) 31B. Fluonnthcne (2094(4) X < 0.01 32B. Fluorene (86-73-7) X < 0.01 33B. Hexachlorobenzene < 0.01 (118-74-1) 34B. Hexachlorobutadienc X < 0.01 (874!-3) 35B. Hcsaciaceacrdcreccarcccl < 0.01 ug/I (77474) 36B. Hexachloroethanc X < 0.01 ug/I (67-72-1) 37B. Indeno (1,2,3-cd) X < 0.01 Pyrenc (193-39-5) 38B. Isophorone (78-59-1) X < 0.01 39B. Naphthalene (9t 2O-2) X < 0.01 ug/I 40B. Nitrobenzene (98-95-9) < 0.01 41B. Ir~~~ < 0.01 ug/I (62-75-9) 42B. N-Nitrosodi-N- X < 0.01 Propylamine (62144-7) 43B. N-Ir~bMefi X < 0.01 (86-304) 44B. Phenanthrcne (ttMW) X < 0.01 ug/I 45B. Pyrcne (1294M) < 0.01 ug/I 46B. 1*s Tdcaaaccestae X < 0.01 (12042-1)

Form Qc)20.910(S)2CS, Effective Neveraber 29, l99( VII-

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Facility I.D. No. FL00022 all No. EP-IW

1. Pollutant and 2. Mark X 3. Effluent 4. Units S. Intake (optional)

CAS Number (if available)

';::GRIS,Fractlonn';PeostIcIdes'

b. Be-lieved

~

e

'a

a. Maamnrrn Dally Value O) ~
n. Mat. aiat)af Yatsa cf assaaars) g) Mass O) ~
c. rase Tsnn Asst. Yatas cf asaasars) g) Mass a '","
a. Lena Tean Avrg. Vatne (I) Concentration (2) Mart P. Aldrin (30940-2) X 2P. -BHC (319-844) X 3P. -BHC (319-85-7) 4P. -BHC (5849-9)

SP. -BHC (319-864) X 6P. Ch! ordane (57-74-9) 7P. 4,4'-DDT (50-29-3) 8P. 4,4'-DDE (72-55-9) 9P. 4,4'-DDD (72-544) X 10P. Dieldrin (60-57-1) 11P. -Endosulfan (Its-29-7) X 12P. -Endosulfan (I i5-29-7) 13P. Endosulfan Sulfate X (10314)7-8) 14P. Endrin (72-204) X ISP. Endrin Aldehyde X (7421-924) 16P. HeptacMor (76M-8) 17P. Heptachlor Epoxide X (1024-57-3) 18P. PCB-1242 (53469-21-9) X 19P. PCB-1254 (Ito9ymt) 20P. PCB-1221 (I I tot-28-2) 21P. PCB-1232 (I II4I~ I66) X 22P. PCB-1248 (l2672-294) X 23P. PCB-1260 (I 1096.~

Form 6hCKL910(S)2CS, Effective November 29, 1994 VII-

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W Facility I.D. No. FL000220 1 No. EP-1 W

1. Pollutant and 2.Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

'.,GCOIS Fracttoon'.;-",,Pestictd

'cccal

b. Be-lieved PrcscM

?c,",;:-;.':":.

a. Maxitnttm Dauy Vattte (I) ~
a. Mar. )envy Vatic (if avaaaatc)

(I) Mass (I) ~

c. roar Tcna Avrg. Vates ef avaihMc)

O) Mass

4. No. of Aaalyscs

?'o:>?WW i(

a. Long Term Avrg. Va!ne (t) Conectrratten (2) Macr S. No of Aasty sea 24P. PCB-1016 (t2674-11-2) 25P. Toxaphene (g()ut-sS.2)

Forte F20.91(t(S)2CS, Effective Vcwttntbcr 29, 199( VII-10

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m m m m w m Facility ID No.: FM002208 o. EP-1E PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VH INTAKEAND EFFLUENT CHARACTERISTICS PART A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

1. 2. En)urn( 3. Vnia 4. Intake (optional)

Pollutant

~ eevv uuv vu ~, aevi eeev vu leg ra vau ~ lvaa~ Vau I au Juuv 4

EPI-E (I) Concenuation (2) Mass (I) Concetxratxn (2) Mass (I) Concern(ation (2) Mass (I) Concentration

<2.0 BiocbemM Oxygen Danand (CBODY

b. Cbanical Oxygen Danand (COD) 3.2
  • Teal uspended Solids < 12 (rss)
e. Total Nitrogen (as N) 0.37
f. hmrncrua (as N) < 0.28
g. flow - senal or 0.110 MOD pcoiccted b spcclftc ~ty Iu Tnaperanue (winter)

Value Value ~

c I. Tcatetature (summer) Value ~

c J. pH Min. 1030 Max. 1020 Min. SThNDhRD UNIIS PARTB-Mark X incolumn2aforeachpollutantyouknoworhavereasontobelieve isprescnt. Mark X incolumn2bforeachpollutantyoubelievetobeabsent. Ifyoumarkcolumn2aforanypollutantwhichislimited either directly, or indirectly but expressly, in an cfflucnt limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete onc table for each outfall. See the instructions for additonal details and requirements.

3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS
b. bo- a. Maximum Daily Value c, Iaae Tvua Avrg. Vates dr avecaate) d. No. of No. (ifavailable) lieved
a. Stuu S(atxay Value dr aveaatte) a. Concen- b. Mass a. Long Term Avg. Value b. No. of absent Analyses tration Analyses
a. Bromide (I asser.s) X
b. (2dorlne, Terat Residual <0.01
c. Color 15 C.U.
d. Fecal Coliform MF/100 ML
c. Fluoride (ts~
f. Nitrate-Nitrite (~ N) X < 0.04 Form dgd20.910(S)2CS, Effective Novetnber 29, 1994 VII-1

W W W Item VII- Facility I.D. No. FL0002208 No. EP-1E 2.Mark X 3. Effluent 4. Units 5. Intake (optional)

1. Pollutant and CAS No.

(ifavailable) L )(ac. )CC4ay Vaaaa (if avaiaMc) c. Iaaf Tccca Ace@..vaaca (if acaaaaic) d. No. of b. a iaaf Tccca Acccafa Vaacc Analyses Miai

g. Nitrogen, Total Organic X 0.36 (as N)
h. Oil and Grease <5
i. Phosphorus, Total (as P)

P)23-l44))

.j."'Radioace,tivity";.::.::::::;::.;>,'-.:.'-:,".,:,;

(1) Alpha, Total < 3.0 (2) Beta, Total X < 4.0 (3) Radium, Total (4) Radium 226, Total

k. Sulfate (as SO/ tt((os-294O si
l. Sulfide (as S) X
m. Sulfite (as SO)) t4x54s-3)
n. Surfactants ~ '0.10
o. Aluminum, Total p429.9os)
p. Barium, Total p4(oo9o)
q. Boron, Total P440424)
r. Cobalt, Total p4(o4s4)
s. Iro, Total X <0.04 P439494)
t. Magnesium, Total X 17 P439.9$ 4)
u. Molybdenu, Total X 1.3 (7439-98-7)
v. Manganese, Total X P439.9')
w. Tin, Total (7440-31-5) X
x. Titanium, Total P4(0 32&)

Fofn rc2&$.9)0($ )2CS, Effcaive Ncyvembcf 29, 1994 Vll-

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W W W 58 Facility I.D. No. tfall No. EP-1E PART C - Ify primary industry and this outfall contains process wastewater, refer to Table 2c-2 in th ctions to determine which of the GC/MS fractions you must test for. Mark X" in for all GC/MS fractions that apply to your industry and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-process wastewater outfalls, and non-required GC/MS fractions),

mark X in column 2b for each pollutant you know or have reason to believe is present. Mark X in column 2c for each pollutant you believe is absent. Ifyou mark column 2a for any pollutant, you must provide thc results of at least onc analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrolein, actylonitrile, 2,4,dinitrophenol, or 2-methyl',6 dinitrophenol, you must provide thc results of at least onc analysis for each of these pollutants which you know or have reason to believe that you discharge in concentntions of 100 ppb or greater. Otherwisc, for pollutants for which you mark column2b, you must either submit at least onc analysis or briefl describe thc reasons thc pollutant is cxpectcd to be discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for additional details and requirements.

1. Pollutant and 2. Mark 3. Effluent 5. Intake (optional)

X'.

CAS Number (if available) ba. c ba. ~ . basabcaaa (Caby Vcaca bv Maa. S(asay Vabra cr acaeabrv) c. (aae Terra Aver. Varac 0( avabable) d. No. of b. ~ acac r>> Jvmye v&e acvce acvae Mass sacacra abccca Analyses cMETALSsb: CYAMDE,(AND:, TOTAL'",PHENOL'S::;."; -".:,,;. c IM. Antimony, Total X 0.0035 (7440-364))

2M. Arsenic, Total X < 0.0022 (7723-144) 3M. Beryllium, Total < 0.005 (74&41-7) 4M. Cadmium, Total X < 0.005 (744043-9) 5M. Chmmium, Total X < 0.01 (74%47-3) 6M. Copper, Total (ysabsccay < 0.025 7M. Lead, Total (2439-92.1) X < 0.005 mg/I 8M. Mercury, Total X <0.0025 (7439-974) 9M. Nickel, Total (24404)24) X < 0.04 10M. Selenium, Total X < 0.01 (778249-2)

I IM. Silver, Total (yuoaba) X < 0.01 mg/I 12M. Thallium, Total < 0.01 mg/I (7440-284) tSM. 2lee. Teal (244(3(9S4) l4M. Cyaaide. Teat <0.010 (ST.I24) lSM. Pberots, Teal <O.olo aÃl+TccacbrccaQeazay.Diaala X (Iy(44(4b Fees 62420.9IO(S)2CS, Effeeuve Nccvember 29, l 994

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W W W Facility I.D. No.FL0002208 No. EP-IE

1. Pollutant and 2. Mark X 3. Effluent 4. Units S. Intake (optional)

CAS Number (ifavailable) L ac-acvoe

c. te h araahcm they Yahc h area. acaeay Vaho Cr avaaaah) c. taaa Tccec Avce. Yaho or avahatcy d. No. of atrg rm~ Voa

%cove Analyses

'.,GCOIS;FRA'CTlOÃ'-;':VO 'ATILE'COablPOUNI)S::':i>'~a',

IV. Acmlcin (1074)24) X < 50 ug/I 2V. Acrylonitrile (107-13-1) X < 17 ug/I 3V. Benzene (7143-2) X < 0.80 ug/I SV. Bmmofonn (75-25-2) X < 2.3 6V. Carbon Tetrachloride X < 0.95 (56-23-5) 7V. Chlorobenzene < 3.4 (108-90-7) 8V. Chloroch-hront tnethaoe X < 1.2 (12448-I) 9V. Chloroethane (754)0-3) X < 2.6 ug/I 10V. 2<hlomwthylvinyl X < 1.2 Ether (110-75-8)

I IV. Chlomform (67~3) X < 0.55 12V. Dichkrotvroooteethaoc (75-274) 13V. Dichkroctifl romethue < 0.95 (75-714) 14V. I I.Dichkroetttaoc (7504.3)

~ < 0.65 ISV. IADichlorocthaec (10746-2) X < 0.9S 16V. I, I-Dkhtcroethykoe (75-354) X < 2.3 17V. I~DkhtoroPrcuaoe (78474) < 0.95 ISV. 13-Dkht < $ .0 (542-7$ 6) 19V. Bthythcorero (10041"t) < 0.6$

20V. Methyl Bronc (7443-9) 21V. Methyl Chloride X < 1.8 (7447-3)

Fcno 62620.910(5)2CS, Effectiv Ovveteber 29, 1994 VII'

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W Facility I.D. No.FL0002208 No. EP-IE

1. Pollutant and 2. Mark 3. Effluent 4. Units 5. Intake (optional)

X'.

CAS Number (ifavailable) ie. c. ba-

  • Maxhaaa Daily Vaha h Star. Ssavhy Vaha er avattvbhy c. tcca recta Avvg. Yaha (ifavaihbh) d. No. of b. a le< V Jlw>> Vcc a co,vv Scwl Snc4 Mass yccavvc abvch Analyses
,c ~
";.GCOfS FRA'CTION.;;-',VOLATKE'COaM%UNDS(c'o'nti nped):='":;:; -':

22V. Methylene Chloride < 1.6 ug/I (75-98-2) 23V. 1,1,2,2-Tetn- X mg/I chlomcthane (79-34-5) 24V. Tetrachloroethylene < 1.5 (127-184) 25V. Toluene (10848-3) X < 1.8 ug/I 26V. 1,2-Trans- X < 1.8 ug/I Dichloroethylene (15640-5) 27V. 1,1,1-Trichloroethane X ug/I (71-554) 28V. 1,1,2-Trichloroethane X < 1.2 (794)0-5) 29V. Trichloroethylene X < 1.2 ug/I (79414) 30V. Trichloro- < 2.0 fluoromethane (75494) 31V. Vinyl Chloride tysot+ X < 2.0 ug/I h:..

GC/hIS;HIACTION:"-.'.A'CIDCOMPOUND$ ',i:i:

IA. 2-Chlorophenol (9M74t) X < 0.01 2A. 2,4-Dichlorophenol < 0.01 (120-83-2) 3A. 2,4-Dimethylphenol X < 0.01 (10547-9) 4A. 4,6-Dinitro434.'resol < 0.01 ug/I (534-52-1) 5A. 2,4-Dinitrophenol X < 0.01 ug/I (51-28-5) 6A. 2-Niaophenol (88-75-5) X < 0.01 7A. 4-Nitmphenol (tcoo2-7) X < 0.03 ug/I Form tRct20.910tSgCS. Etfcotivc Novcmbcr 29. l99t II-5

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W Facility I.D. No. F tfall No.EP-IE I. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

eGCSIS CAS Number (ifavailable) b. Be-tieved Fraction'-'Acid, Coin pounds Cont(L'.! .-',""'-.;-".-'.'
:;:.'-',:,'-

~

c. M)xiutusu t)oily Vstuc O) a) )uea C. Maa S(at)ay Ya)aa (ef avaeaa)e)

O) Ceaeeeeeaeaa O) Maes O) ~

  • taaae Ten Avec. Va)ae ef avaeaaee)

O) Maes

a. Lect( Tenn Avyg. Vstuc (t) (Aececua(iou (Z) Mass 8A. P-Chloro-MCresol < 0.01 ug/I (59-50-7) 9A. Pentachlorophenol X < 0.01 (87-86-5) 10A. Phenol (108-95-2) X < 0.01 I IA. 2,4,5-Ttichloro- < 0.01 phenol (884)6-2)

,':%:evan.v vee

,:::,GCOiS Fraecctio'n".-'ase/Neiit raI.Com 'pounds IB. Acenaphthene ((0.32-9) X < 0.01 2B. Acenaphtylene < 0.01 ug/I (208-96-8) 3B. Anthracenc (120-12-7) < 0.01 4B. Benzidine (92-87-5) < 0.08 5B. Benzo (a) Anthncene X < 0.02 (56-55-3) 6B. Benzo (a) Pyrcne < 0.01 (50-32-8) 7B. 3,4-Benzo-fluonnthene < 0.01 (205-99-2) 8B. Benzo (ghl) Perylene X < 0.01 (191-24-2) 9B. Benzo (k) Huonnthene X < 0.01 (20748-9) 10B. Bis (2-Chloroethoxy) < 0.01 ug/I Methane (111-91-1)

IIB. Bis (2-Chlaroethyl) X < 0.01 ug/I Ether (I I IMP) 12B. Bh (Z fyetonisot?ropyf/ X < 0.01 ug/I Ether (10240-I) 13B. Bis (2-Ethylhexyl) X < 0.02 ug/I Phthalate (11741-'7)

Fceeu 62(f20.910(S)ZCS, Effective Noveecbcr 29, t99X4 VII-

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M R AR R R R Facility I.D. No. FLOOO tfall No. EP-I E I. Pollutant and 2. Mark X" 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) b. Se.

licved Prelect

,GCSIS,Fractloii'- Basel¹irt raI.Co'm po'u'nvds"C ontd.

(l) ~

a. Maximum Daily Value (I) ~
h. )(ax. aXOrr Yvtw Ol vvvhkk)

O) )(var c.

(l) ~

(ocr rcea Avrr. Yvtw (ir vvaBAL)

O) )(vrr

a. Lout( Tenn hvrS. Value (t) (Aocerararioo (Z) Mala

'4B.

4-Bromophcnyl < 0.01 ug/I Phenyl Ether (101-55-3) 15B Butyl Bcnzyl Phthalatc X < 0.01 (8548-7) 16B. 2-Chloronaphthalene < 0.01 ug/I (91-58-7) 17B. 4<hlotophcnyl X < 0.01 Phenyl Ether (7005-72-3) 18B. Chrysene (21841-9) X < 0.01 ug/I 19B. Dibenzo (a,h) X < 0.01 ug/I Anthnccnc (53-70-3)

=

20B. 1,2-Dich! otobenzene < 0.01 ug/I (95-50-1) 21B. 1,3-Dichlorobenzene X < 0.01 (541-73-1) 22B. 1,4-Dichlorobenzene X < 0.01 upi (10646-7) 23B. 3,3'-Dicbtorobeurid toe < 0.01 ug/I (92-94-1) 24B. Diethyl Phthalate < 0.01 (8446-2) 25B. Dimethyl Phthalatc < 0.01 ug/I (131-11-3) 26B. Di-N-Butyl Phthalate 0.009 J (84-74-2) 27B. 2,4-Dinittotoluene < 0.01 (121-14-2) 28B. 2,6-Dinitmtoluene < 0.01 (606-20-2) 29B. Di-N-Octyl Phthalate < 0.02 (117-844)

Fern 62420.9)O(S)2CS, Effective Ovvereber 29, 199(

W W W W W W Facility I.D. No. fall No. EP-IE

1. Pollutant and 2. Mark "X" 3. ENuent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

GCOIS Fractioii -::Acid'Coiii taaa

b. Bo tleveet Coantld!',::,,::
a. Msxinamr Daily Va)oe (l) ~

M Maa. Seanar Va)sa (ir avaaeaee)

(2) Maes (l) ~

e. tave Teeea Aver. Yaass ef avaeaaee)

O) Mass

a. Lcaa Term Avrt). Vale)e (l) Coaceamion (2) Mass

'. '3 "e,'?'":.'1B.

30B. 1,2-Dipteenythyetrazine X < 0.01 ug/I (as Azobenzene) (122-66-7)

Fluotanthene (2094so) < 0.01 ug/1 32B. Fluorene (86-73-7) < 0.01 33B. Hexachlorobenxene < 0.01 (118-74-1) 34B. Hexachlombutadiene < 0.01 ug/1 (8748-3) 35B. us~)mes~ X < 0.01 ug/1 (77474) 36B. Hexachloroethane X < 0.01 (67-72-1) 37B. Indeno (1,2,3M) X < 0.01 Pytene (193-39-5) 38B. Isophorone (78-59-1) X < 0.01 ug/1 39B. Naphthalene (9l-20-3) < 0.01 ug/1 40B. Nitmbenzene (98-93-9) < 0.01 ug/1 41B. )r-)r~ X < 0.01 (62-75-9) 42B. N-Nitn)sodi-N- X < 0.01 Propylamine (62144-7) 43B. )e-i~Memms~ X < 0.01 (86-304) 44B. Phenanthrene (tts4) t.S) X < 0.01 ug/1 45B. Pyrene (1294)04) X < 0.01 ug/I 46B. ).2.a Tries)eeeeaeaaeas < 0.01 ug/I (120-82-1)

Form eseS20.910(S)2CS. Effeerive November 29, l 99(

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W W W W W m m m m m Facility I.D. No. F tfall No.EP-IE

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

GCSS CAS Number (ifavailable)

Fr'act)on'-,'Pesticides

b. Be.

lievcd

a. Mexican Deity Vs)oe (I) Csrararsraase (I) ~

~ . Max. M>>oar vatra (ir avaasMs) g) Mass (I) ~

  • lass Tsrrtr Avrs. Vs)as of avasaaar) g) Mass
a. Long Tam Avrg. Vshe (i) Coreeoes(leo (2) Mass 1P. Aldrin (3094)0-2) 2P. -BHC (319-84-6) X 3P. -BHC (31945-7) X 4P. -BHC (58-89-9) X 5P. -BHC (319-86-8) X 6P. Chlordane (57-74-9) 7P. 4,4'-DDT (50-29-3) X 8P. 4,4'-DDE (72-55-9) 9P. 4,4'-DDD (72-544) 10P. Dieldrin (60-57-1) X 11P. -Endosulfan (1 l5-29-7) X 12P. -Endosulfan (its-29-7) 13P. Endosulfan Sulfate (103147-8) 14P. Endrin (72-20-8) 15P. Endrin Aldehyde (7421-924) 16P. Heptachlor (7644-8) X 17P. Heptachlor Epoxide X (1024-57-3) 18P. PCB-1242 ($3469-21-9) 19P. PCB-1254 (t)092m>> X 20P. PCB-1221 (I 1 tot-2$ -2) 21P. PCB-1232 (it)et-t(i.s) X 22P. PCB-1248 ((2622-29@

23P. PCB-1260 (i to9(i 8u) X Form ()2I(20.910(S)2CS, Effcc(ive Noverebcr 29, l99( Vll-9

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W W Facility I.D. No. FL0002208 1 No. EP-1E

1. Pollutant and 2. Mark X" 3. Effluent 4. Units S. Intake (optional)

CAS Number (ifavailable)

,;GC5$ Fiactiaii,-::PesttcIdes
b. Be-lieved (t) ~
a. Mtxtirtatm Daily Vatne (t) g M Max. )(aDay Valve (I) Ceaeeeaagen (if avaaaMe)

(r) Mw (t) ~

e. long Tens Avvg. Yatae (if avaaaMa)

(r) Mw

4. Ne. er Aeatyaea
a. IA)nt( Tenn Avrtt. Value (l) Conceal(ation (2) Mate 24P. PCB-1016 (l2674.l l-2) X 25P. Toxaphene (8001-35-2) X Form 62620.910(5)2CSa Effective N tvctnbcr 29, 1994 VII-10

m Facility Iiy No: FL0002208 0 . EP-ISEIS PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. SEE INSTRUCTIONS.

VH INTAKE AND EFFLUENT CHARACTERISTICS PART A- You must provide the results of at least oneanalysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

l. ltat oar vaa
2. Eluuent I\a Yaa
3. Units 4. Intaitc (optional) a a aaa taoist vaa ~ aaa a taat I A~ VA Pollutant EPI 48 (I) Conceteration (2) Mass (I) Concenuation (2) Mass (I) Concenmioa (2) Mass (l) Concentration (2) Mass
a. Carbonaceous 4.0 B'emaicat Oxygen Demand (CBODP
b. Cbemical Ox)gmt Demand (COD)

< 12

c. Total Nttrogcn (as N)
f. Ammonia (as N)
g. Flow - actual or MOD valos pcoicctrd L Spcciftc ~tr L Tpmeeraturc (wltser) C

). Temperature (summer) C

k. pH Mits 7.44 l7 STANDARD UNtrs trom tns PART B - Mark "X" in coluinn 2a for each pollutant you know or have reason to believe is present. Mark X'n column 2b for each pollutant you believe to be absent. If you mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least onc analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete onc table for each outfall. See the insuuctions for additonal details and requirements.
3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS
b. bo a. Maximum Daily Value c. taaa Tenn tsatg. Yataa or araaatttt) d. No. of No. (ifavailable) tieyed
a. Maa. Snatay Vataa tdr aaaaatct) a. Concen- b. Mass a. Long Term Avg. Value b. No. of Analyses tration Analyses
a. Bromide otsss42-s)
b. Cbkrlcc. Total Residual <0.01 mg/1
c. Color C.U.
d. Fecal Coliform X 16 MF/100 ML
e. HuOride (tssssasa)
f. Nitrate-Nitrite t~ tt) X 0.27 Form Qd20.9IO(5)2CS, Effect)au November 29, l994 VII-I

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m m m m m m Item VII-B Facility I.D. No. FL0002208 0. U~ EP-ISE/S

2. Mark X 3. Effluent 4. Units 5. Intake (optional)
1. Pollutant and CAS No.

(if available) L Max. Se)ac T Yaaec (e( avahNe) c. Iooa Teeea Avea. Ycaoc (( evaaaue) d. No. of b. o. Ioaa recco Aveeaaa Ye)ac a. No. oi Mass Aoatyece Analyses

g. Nitmgen, Total Organic X 0.67 (as N)
h. Oil and Grease X <5
i. Phosphoms, Total (as P) X OA3 (7723-144))

";j:;.Radt()aociivity';: ~";...".,",::,':,'.",.',i;.'"::".'."::;:.

(1) Alpha, Total 3.0 +/ -20 pCi/1 (2) Beta, Total < 4.0 (3) Radium, Total X (4) Radium 226, Total

k. Sulfate (as SOc) (tssos-7947)

I. Sulfide (as S)

m. Sulfite (as SO)) t424343.3) X
n. Surfaciants X <0.10
o. Aluminum, Total (7429-9M)
p. Barium, Total (74(o.393)
q. Bomn, Total 0.34 (7440424)
r. Cobalt, Total (74(04S4)
s. Imn, Total 0.095 mg/1 (7439496)
t. Magnesium, Total 20 mg/I (7439-954)
u. Molybdenu, Total X 0.21 (7439-98-7)
v. Manganese, Total (7439-9SS)
w. Tin, Total (7440-31-5) X
x. Titanium, Total (7440 326j Fee)a 62()20.910(S)2CS. Effecuva V'oveateer 29. l994 VII-2

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W W W W W W W W W Facility I.D. No.FL0002 all No.EP-1SE/S PART C - Ify primary indusuy and this outfall contains process wastewater, refer to Table 2c-2 in th ctions to determine which of the GC/MS fractions you must test for. Mark "X in 2a for all GC/MS fractions that apply to your industry and for ALLtoxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2a (secondary industries, non-process wastewater outfallS, and non-requited GC/MS fractions),

mark X incolumn2bforeachpollutantyouknoworhavcrcasontobelieveispresent. Mark X incolumn2cforeachpollutantyoubelicvcisabsent. Ifyoumarkcolumn2aforanypollutant,you mustprovidetheresults of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must pmvide thc results of at least one anlysis for that pollutnat ifyou know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrolcin, acrylonitrile, 2,4,dinitrophenol, or 2-methyl',6 dinittophenol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concenuations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is expected tobedischarged. Notcthat therearc7pagestothis part; please review eachcarefully. Completeonc table(all7pages) foreachoutfall. See insuuctionsforadditionaldetailsandrequirements.

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) e. ee-Raven

c. )e.

fidel

e. (alii)neo DaRy Ya)ee ~. Naa. )Ooey Valve (if avanae)e) e. (aef Taaea Avvf. Ya)ee (if avafa)fa) d. No. of b.

Meff

~ aaea Vm ~ eee e ee 4 ace

~ eeeeaa a)ceil Analyses

,"':,I)KTALS;)CYANIDE)~'/AND, T'a'TA'L".":PHEnN'OLS,.'"'.".'.".",,,

1M. Antimony, Total < 0.05 (7440-364) 2M. Arsenic, Total X < 0.0022 (7723-144) 3M. Beryllium, Total X < 0.005 (744041-7) 4M. Cadmium, Total X < 0.005 (744043-9) 5M. Chromium, Total < 0.01 (744047-3) 6M. Copper, Total (yee(efo4) X 0.033 7M. Lead, Total (7429-e.t) X < 0.005 8M. Mercury, Total X <0.0025 (7439-974) 9M. Nickel, Total (24404)zo) X < 0.04 10M. Selenium, Total X < 0.01 mg/I (778249-2)

I IM. Silver, Total (fae(e~ X < 0.01 12M. Thallium, Total X < 0.01 (7440-284) 1SM. Zinc, Toff) (244046()) 0. l7 14M. Cyfv&)n. Toff)

(ST-)24)

ISM. Pbcontf, Toe)1 (0.010 2ATA.Teeeefneeefneaeey4yieal (Iyflof~

~

X Form 624120.910(S)2CS, Effccf)vn Noveabcr 29. 1994

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m m m w m Facility I.D. No. FL0002208 o EP ISE/S

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable) >> )aax'ceca r)aay Yalaa a. )4ax. )ecay Ya)aa of aaaaaa)a) c. Iaca Taoa Aaxa. Va)aa or aaaaaara) d. No. of b. a lac la aaaaaa as a aa 4 Analyses Ma)a GCSfS,RIA'CTION;;<<;,;;VOL'V.

ATKE COMPOUNDS".:~.";:!.':'.;

Acrolein (10742-8) X < 50 ug/I 2V. Acrylonitrile (107-13-1) < 17 3V. Benzene (7143-2) X < 0.80 5V. Bmmoform (75-25-2) < 2.3 ug/I 6V. Carbon Tetnchloridc X < 0.95 ug/I (56-23-5) 7V. Chlorobenzene X < 3.4 ug/I (108-90-7) 8V. Chloradi-brea)ornerhar>> X < 1.2 (12448-1) 9V. Chlomethane (7MO-3) X < 2.6 IOV. 2-Chlom<thylvinyl X < 1.2 Ether (110-754)

I IV. Chlomform (6746-3) < 0.55' 12V. Dicblorobrca>>o>>rhanc 0.80 (7$ .274) 13V. Dicbtcroatifl~ X < 0.9S (7$ -714) 14V. I, I-Dicbkro>>bane (7$ .34-3) < a6$

ISV. I~nicbh)roerhar>> (1074)$ 2) 16V. I,I-D bkcx>>rhymer>> ~) < 2.3 17V. I>Dicbtoropropar>> (78474) 1sv. I+Dicbi rcpropyta>> < 5.0

($ 42-7$ 6) 19V. by!bearer>> (1004ti) < 0.6$

20V. Mcrbyl Brornifle (7443.9) 21V. Methyl Chloride X < 1.8 (7447-3)

Form 6362%910(S)2CS, Effecrhe Oavcrnbcr 29, 1994 VII'

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W W W Facility I.D. No. FL0002208 o. EP-1SE/S

1. Pollutant and 2. Mark 'X 3. Effluent 4. Units 5. Intake (opnonal)

CAS Number (if available) raced

c. ce.

recce L Rcx. )eccay Vale (ce accecacc) c. Lace recce Aver. Yale (ce avahacc) d. No. of a cce vm ~ vae recvee aeacce Analyses Ca Cacceaac Fc

,GC/lifer FRACTION'-'VO 'ATER; COhIPOUNDS:(c'on>i ued)1 '::,

22V. Methylene Chloride X < 1.6 ug/I (75-98-2) 23V. 1,1,2,2-Tctra-chlomethane (79-34-5) 24V. Tctrachlorocthylene X < 1.5 ug/I (127-184) 25V. Toluene (10848-3) X < 1.8 ug/I 26V. 1,2-Trans- X < 1.8 ug/I DicMomcthylene (15640-5) 27V. 1,1,1-Trichloroethanc X ug/I (71-554) 28V. 1,1,2-Trich! oroethane X < 1.2 ug/I (794)0-5) 29V. Trichlomethylene X < 1.2 ug/I (794)1-6) 30V. Trichlom- X < 2.0 ug/I fluommethane (75494) 31V. Vinyl Chloride o)4)+ X < 2.0 ug/I

":.GC/It iS'FRACTION::;".ACIDcCOMPOUND IA. 2<hloro phenol (95-57-tt) X < 0.01 ug/I 2A. 2,4-Dichlorophenol X < 0.01 ug/I (120-83-2) 3A. 2,4-Dimethylphenol X < 0.01 ug/I (10547-9) 4A. 4,6-Dinitm<resol < 0.01 ug/I (534-52-1) 5A. 2,4-Dinitrophenol X < 0.01 ug/I (51-28-5) 6A. 2-Niuophenol (88-75-5) X < 0.01 ug/I 7A. 4-Niuophenol (l(OO2-2) X < 0.03 Feeccc 62-620.910(S)2CS. Efreeeive Ncyvecetcee 29, 1994 Vll-5

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W M M Facility I.D. No. FL00022 ll No. EP-ISE/S

1. Pollutant and 2.Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

GC/I)IS Fi'actIon;-,"A'eIB,Compouands Contd;
;~v'",
b. Be-licvot P)csee(
a. Maxinaan DaBy Vatt)e (I) ~
a. )(ax. )0 t)ay Vatw fc av acta)tv)

O) Maaa (t) ~

c. (a>>a Tvvta Avva. Va)>> (if avaaaaaa)

(2) )(a>>

a. 14tnz Tenn Avrtt. Vatue tt) Ccatcettc(a(ice tz) Matc 8A. P<hloto-M<resol X < 0.01 (59-50-7) 9A. Pentachloro phenol X < 0.01 ug/I (87-86-5) 10A. Phenol (108-95-2) < 0.01 I IA. 2,4,5-Trichloto- X < 0.01 phenol (8846-2)
,,,GCIhIS, Fractiori'-,'Base/Neii t'r'aI:Com pounds.;'.-.. ..a w..ri.~:.y.w .oyyo.. 'yaga .:; aj 0:.juan:.;.yg>>.,'a IB. Acenaphthenc (to-92.9) X < 0.01 2B. Accnaphtylenc < 0.01 ug/I (208-964) 3B. Anthracene (120-12-7) X < 0.01 4B. Benzidinc (92-87-5) < 0.08 ug/I 5B. Benzo (a) Anthtacene < 0.02 ug/I (56-55-3) 6B. Benzo (a) Pyrene X < 0.01 ug/I (50-32-8) 7B. 3,4-Benzo-fluotanthene < 0.01 (205-99-2) 8B. Benzo (ghl) Pcrylene X < 0.01 (191-24-2) 9B. Benzo g) Huotanthene < 0.01 (2074)8-9) 10B. Bis (2-Chlorocfhoxy) < 0.01 Methane (111-91-1)

IIB. Bis (2-Chlorocfhy/) X < 0.01 Ether (I I I~)

12B. Bis (Z Chfonisopmpyf/ X < 0.01 Ether (10240-I) 13B. Bis (2-Ethylhcxyl) X < 0.02 Phthalate (117-81-7)

Focttt Qaizc.910(S)2CS, Effective Noveetber 29. 199X4 Vll-

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m Facility I.D. No.FL00022 sl No. EP-ISE/S

1. Pollutant and 2. Mark X 3. ENuent 4. Units 5. Intake (optional)

CAS Number (if available) b. Be tieved

-,N':qqz<c

.'cGCOIS Era'ellen"-,,'Base/Neuf ral:Com poiinds':C onf,:;,;-

(1) ~

a. Maxhtttfn Daily Vahc (D )n (t) ~

M Maw y(aDay Yatns (if avattaatc)

(n Mass (I) ~

e. !ung rene Avrg. Yatna 0( avaaaatc)

O) Mass

g. Nsa of Anatyvcs
a. IA)rta Tenn Avrt). Vahc (t) Gxeeaffatioa (2) Masg 14B. 4-Bmmophenyl < 0.01 ug/I Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate X < 0.01 ug/I (8548-7) 16B. 2<hlomnaphthalene X < 0.01 ug/I (91-58-7) 17B. 4-Chlorophenyl X < 0.01 ug/I Phenyl Ether (7005-72-3) 18B. Chrysene (21841-9) X < 0.01 ug/I 19B. Dibenzo (a,h) X < 0.01 ug/I Anthracene (53-70-3) 20B. 1,2-Dichlorobenzene X < 0.01 ug/I (95-50-1) 2IB. 1,3-Dichlorobenzene < 0.01 (541-73-1) 22B. 1,4-Dichlombenzene < 0.01 ug/I (10&46-7) 23B. 3,3'-DiehlorebcnaiTinc X < 0.01 ug/I (92-94-1) 24B. Diethyl Phthalate X < 0.01 ug/I (84%-2) 25B. Dimethyl Phthalate < 0.01 ug/I (131-11-3) 26B. Di-N-Butyl Phthalate X < 0.02 mg/I (84-74 f2) 27B. 2,4-Dinitmtoluene X < 0.01 (121-14-2) 28B. 2,6-Dinitmtoluene X < 0.01 (606-20-2) 29B. Di-N-Octyl Phthalate X < 0.02 ug/I (117-844)

Form (tz()20.910(S)tCS, Effective Nvvesttber 29s l99(

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W W W W W m m m w m m Facility I.D. No. FL0002 ll No.EP-1SE/S

1. Pollutant and 2. Mark X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (if available)

.GC/I)IS Fravctr'o'n;-Acid Com veav

b. Be-lieved Preseor Co'it'd: :'.:',

(l) ~

a. Maxirnorn Dally Vatoe o) sn (l) ~

S. )Svs. SOI)vy Vvtvv (if svvav)lv)

(l) Mw

  • tvoiis Tvoa Avvs. Vvaiv (ifsvvav))v)

(l) vvvsvviw (l) Mw s(w

a. Long Term Avrg. Value (I) Concersrarion (2) Mass 30B. ),2.Dipbenytbydrazine X < 0.01 ug/1 (as Azr)benzene) (122M-7) 31B. Huoranthene ~) X < 0.01 32B. Fluorene (86-73-7) X < 0.01 ug/1 33B. Hexachlombenzene X < 0.01 ug/I (118-74-1) 34B. Hexachlombutadiene X < 0.01 upi (87-68-3) 35B. r(v~~~~ X < 0.01 ug/I (77474) 36B. Hexachloroethane < 0.01 (67-72-1) 37B. Indeno (1,2,3-cd) < 0.01 ug/I Pyrene (193-39-5) 38B. Isophorone (78-59-1) X < 0.01 ug/I 39B. Naphthalene (91-20.3) X < 0.01 40B. Nitrobenzene (98-9$ -9) X < 0.01 41B. Nor~~~ X < 0.01 (62-75-9) 42B. N-Nitmsodi-N- X < 0.01 Pmpylamine (62144-7) 43B. N~~ewofw X < 0.01 (86-304) 44B. Phenanthrene (gwt-8) X < 0.01 45B. Pyrene (129400) X < 0.01 46B. ra.s-yisiaswsoiz X < 0.01 (12042-1)

Feno Q(i20.910(S)2CS. Bffeedve O'vvereber 29, 199S

M % % a a a Facility I.D. No. FL00022 ll No. EP-ISE/S

1. Pollutant and 2. Mark 'X 3. Effluent 4. Units 5. Intake (optional)

CAS Number (ifavailable)

':GCSIS Fraction '-,'",Pesticides

b. Be-lieved (l) ~
a. Maxmam) Daily Vatne (l) ~

L Mas. a(anar Yaaaa (jr avaaaras)

O) Mass (l) ~

s. (aee Tera Asva. Yaaas (ir avaaaa(s)

O) Mass

a. IAa)g Term Avrg. Vahe (l) Gsooerrranon (2) Marl 1P. Aldrin (30940-2) X 2P. -BHC (319-844) 3P. -BHC (31945-7) 4P. -BHC (58-89-9) X 5P. -BHC (319-86-8) X 6P. Chlordane (57-74-9) 7P. 4,4'-DDT (50-29-3) X 8P. 4,4'-DDE (72-55-9) 9P. 4,4'-DDD (72-54-8) 10P. Dieldrin (60-57-1) X 11P. -Endosulfan (Its-29-7) X 12P. -Endosulfan (I I5-29.7) X 13P. Endosulfan Sulfate (103147-8) 14P. Endrin (72-20-8) X 15P. Endrin Aldehyde X (7421-924) 16P. Heptachlor (76M-8) X 17P. Heptachlor Epoxide X (1024-57-3) 18P. PCB-1242 (S34(iWI-9) X 19P. PCB-1254 (I IB974i9-I) 20P. PCB-1221 (Il10(.28 2) X 21P. PCB-1232 (I I I4I ~

IM) X 22P. PCB-1248 (Mn-294) X 23P. PCB-1260 (I 109KB-s) X Form 62()20.91O(S)ICI, Bffeerive November 29. 1994 VII-9

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m m m w m m.m m m m m Facility I.D. No. FL00022 11 No. EP-ISE/S

1. Pollutant and 2. Mark X" 3. ENuent 4. Units 5. Intake (optional)

CAS Number (if available)

GCOS Fr'ac(ioii';,'PestIc)des

b. Be-lieved Pycsefa
e. Sc.

acvc4 Abaca 4

a. Maxi(caen Daily Vahe
0) ~

L box, )(St)ay Ye)ac (if avaaaMc)

(f) Mass

c. tooc yeca Avvf. Va)oc (4 avaaauc)

(f) Cccocsssafoc (n Mass

4. Ão. of Aoalysee
a. Long Tenn Avfg. Vahe (I) Concecffafiaa (2) b(ass o:

L No of Aoaiyscs

?

24P. PCB-1016 (t26741l-2) X 25P. Toxaphene (800l-35-2) X Fofm 62(t20.()1(XS)2CS. Effcefive November 29, t%)( VII-10

= FLOR

)

WASTEWATER APPLICATION FORM 2F l PERMIT TO DISCHARGE STORMWATER TO SURFACE WATERS FROM INDUSTRIAL OR DOMESTIC WASTEWATER FACILITIES WHICH DISCHARGE TO SURFACE WATER

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FORM it IIP',Kffftfr I FLOR A WASTEWATER APPLICATION FOR PERMIT TO DISCHARGE I lease type STORMWATER FROM INDUSTRIAL OR DOMESTIC FACILITIES or print in black ink. If Facility I.D. Number: FL0002208 additional space is needed for your answer, use plain sheets and attach to the application form.

. Outfall Location:

For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and thc name of the receiving water.

A. Outfall Number (list) B. Latitude C. Longitude D. Receiving Water (Name) 006B 27 20 52 80 14 57 Plant Intake Canal 006C 27 20 53 80 14 30 Mangrove Impoundment 8E rovemcnts:

A. Are you now required to meet any implementation schedule for thc construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative

~ ~ ~

or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions'? No

l. Identitflication of 2. Affected Outfalls 3. Brief Description of Project 4. Final Compliance Date Conditions, Agreements No. Source of Discharge a. required b. projected B. You may attach additional sheets describing any additional water pollution or other environmental projects which may affect your discharge that you now have underway or which you plan. Indicate whether each program is now underway or planned, and indicate your actual or planned schedules for construction.

II Site Drainage Map:

Anach a site map showing topography depicting the facility including each of its intake and discharge structures; the dninage area of each stormwater outfall; paved areas and buildings within thc drainage area of each stofmwatcr outfall; each known past or present areas used for outdoor storage or disposal of significant materials; t each existing structural control measure to reduce pollutants in stonnwater runoff, materials loading and access areas, areas where pesticidcs, herbicides, soil conditioners and fertilizers arc applied; each of its hazardous waste treatment, stonge or disposal units; each well where fluids from the facility are injected underground; springs, and other surface water bodies which receive stotmwater discharges from the facility. Show hazardous waste storage or disposal areas that do require a RCRA permit separate from those which do rcquirc a permit. See Item III Attachment BP Form 62ii20.910(8) 2F-13 affective Novereber 29, l 994 I

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Facility I.D. Number: FL000220S Narrative Description of Pollutant Sources:

A.'or each outfall, provide an estimate of the area (include units) of impervious surfaces, including paved areas and building roofs, drained to the outfall, and an estimate of thc total surface area drained by thc outfall.

all No. Area of Impervious Surface Total Area Drained Outfall No. Area of Impervious Surface Total Area Drained (units) (units) (units) (units) 3,000 sq. ft. 25,600 sq. ft.

596,800 sq. ft. 622,900 sq. ft.

B. Provide a narrative description of significant materials that are currently, or in the past three years have been, treated, stored or disposed in a manner that allows exposure to stormwatcr; method of treatment, storage, or disposal; past and present materials management practices employed to minimize contact with storm water r runoff; materials loading and access areas; and the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are applied.

The following narrative exdudes areas/facilities ln the 2CS and 2CG permit application forms.

See Item IVB Attachment l C. For each outfall, provide the location and a description of existing structural and nonsuuctural contml measures to reduce pollutants in stormwater runoff; and a description of the treatment the stormwater receives, including thc schedule and type of maintenance for control and treatment measures and the ultimate disposal of any solid or fluid wastes other than by discharge.

Outfall No. Treatment Tette 2F-I Code 006B Area is sodded and paved for the reduction of solids. Lubricating oil is no longer stored in the area. Industrial activities are limited. 4-B Stormwatcr is routed to a nearby retention area for settling and removal of oil &, grease approved by SFWMD and FDEP. l-v, I-Y No~ormwatcr Discharges:

t A. I certify under penalty of law that thc outfall(s) covered by this application have been tested or evaluated for the prescncc of non-stonnwater discharges, and that all non-stormwater discharges from these outfall(s) arc identified in either an accompanying DEP Form 62420.910(5) or (7) (Forms 2CS or 2ES) application for the outfall.

Name and Official Title (type or print) Signature Date Signed W. H. Bohlke Vlcc President, St. Lude Plant B. Provide a description of thc method used, the date of any testing, and thc onsite drainage points that werc directly observed ring a test.

A dry weather survey performed March 12, 1996 showed no dry weather flows or discrepancies with the stormwater discharge systems.

Significant Leaks or Spills:

Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at thc facility in the last three years, including the appmximatc date and location of the spill or leak, and the type and amount of material released.

t No slgnlflcant spills or leaks of toxic or hazardous materials has occurred at this facility during the past three years.

Ep 62&5.9 le(sj 2F-14 flfcahe Novcieber 29, l 994

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Facility LD. Number: FL0002208 VIIDischarge Information:

A, B, C, &, D: See instructions before proceeding. Complete one set of tables for each outfall. Annotate the outfall number in the space provided.

bles VII-A,VII-B, and VII-C are included on separate sheets numbered Vll-I and VII-2.

. Potential discharges not covered by analysis - is any toxic pollutant listed in Table 2F-2, 2F-3, or 2FP, a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or by-pmduct?

Yes gist all such pollutants below) X No (go to section X)

I Biological Toxicity Testing Data Do you have any knowledge or reason to bclicve that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water. in relation to your discharge within the last 3 years?

X Yes gist all such pollutants below) No (go to Section X)

Ninety-six hour static renewal definitive toxicity test were conducted in co@junction with the use of the biocide Clamtrol CT-I at thc Plant Discharge Canal (OSN 001) on a once pcr six month interval ending July 27, 1994. Thcsc tests werc conducted using hfysidopsis bahia and hfcnidia bcryllina.

tract Analysis Information Were any oi'he analysis reported in item VII performed by a contract laboratory or consulting firm?

X Yes gist the name, address, and telephone number of, and pollutants analyzed by each such laboratory or firm below) No (go to Section X)

A. Naine B. Address C. Area Code & Phone No. D. Pollutants Analyzed East Coast Labs l)E86352 1500 S. 29th St. Ft. Pierce, FL 34947 (407) 461-3162 BOD, TSS Environmental Services of South P.O. Box 1003 Rivien Beach, FL (407) 848-7805 All remaining parameters reported Florida tttE86055 33419 006B Harbor Branch Environmental 5600 N. U.S I Ft. Piercc, FL 34946 (407) 465-2400 All remaining parameters reported Laboratory i/E93080 006C EP Form 62420.9tc(S) 2F-15 Effective Noretraer 29. l99t I

Facility ID No. FL0002208 I certify that the engineering features of this pollution control project have been designed by mc and found to bc in conformity with sound engineering principles, applicable to thc treatment and disposal of pollutants characterized in the permit application. There is reasonable assurance, in my professional judgment, that thc pollution control facilltics, when properly maintained and operated, willdischarge an cfliuent that complics with all applicablc statutes of the State of Florida and the ru!es of the Department.

agreed that thc undersigned, if authorized by thc owner, will furnish the applicant a set of instructions for the proper maintenance and operation of thc pollution facilities and, if applicable, pollution sources.

Signature Company Name Address:

Name (plcasc type)

Florida Registration No.

Telephone No. Date:

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that Iqualilied personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering thc information, the information submincd is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting falsi. information, including the possibility of fine and imprisonment for knowing violations.

Name h. Official Title (type or print) Signature Telephone No. (area code gc no.) Date Signed I certify that the cnginecring features of this pollution control project have been examined by mc and found to be in conformity with sound engineering principles, applicable reatment and disposal of pollutants characterized in the permit application. There is reasonable assurance, in my professional judgment, that thc pollution control s, when properly maintained and operated, willdischarge an eNuent that complies with all applicable statutes of thc State of Florida and thc tules of the Department.

L Ra L. L erl P.E Consultin En inccr Company Name Ra L. L erl Il Address: 221 Watrous Drive Name (please type) Dunedin Florida 34698

><illllilillll Florida Registration No. 9211 Telephone No. 813 733-1136 D,. 9 -25'-Ital No. ~

o 9211 ~

STATE OF i~

i I certify under lllllllllllll penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualilled personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to thc best of my knowledge and belief, tme, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment fo knowing violations.

W. H. Bohlke Vice President - St. Lueie Plant I Name ge Official Title (type or print) 407 465-3550 Telephone No. (area code ge no.)

Signature Date Signed Dzt'arm irZ4SO.910tlt 2F-16 Efrcalve Hovceber Z9, t994 I

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EDEN 1988 QUAD. ITEM III ATTACHMENT SOURCE: USGS 7.5 MlN. QUAD.

T36S, R41E FIGURE 1 FLORIDA POWER AND UGHT COMPANY SITE LOCATION MAP FLORIDA POWER &.UGHT CO.

ST. LUCIE NUCLEAR POWER PLANT ST: LUCIE COUNTY I

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1) Serial No.001-POD 6) Non-equipment Stormwater Drains 1A) Once Through Aux Cooling Unit 1 Serial No.006B 8 006C 1B) Once Through Aux Cooling Unit 2 7) Intake Screen Wash
2) Low Volume Waste - Neutralization Basin Serial No. 007 Serial No.002 8) Hazardous Waste Satellite Accumulation
3) Low Volume Waste - Liquid Radiation Waste Area Serial No.003 9) Hazardous Waste 904ay
4) Unit No.1 Sewage Treatment Plant Accumulation Area Serial No. 004 10) Evaporation/Percolation Basins
5) Low Volume Waste - Steam Generator Blowdown Serial No.005

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ITEM IVB ATTACHMENT ST. LUCIE PLANT SIGNIFICANT MATERIALS The following narrative excludes those areas and facilities included in the 2CS and 2CG permit applications.

For the remaining plant areas, no significant materials are currently, or in the past 3 years have been treated, stored or disposed of in a manner that allows exposure to storm water. Typical management practices employed during this period to minimize contact of significant materials with storm water runoff include the storage of chemicals, pesticides,fertilizers and herbicides in original containers within roofed buildings and sheds. In addition, used oil is collected,and placed in a storage tank. Liquid hazardous waste are collected in sealed drums at satellite accumulation areas. Once the drums are full, they are relocated to the secondarily contained hazardous material storage pad.

Locations of material loading/unloading areas are indicated on the attached Industrial Stormwater Map.

Pesticides, herbicides and fertilizers are land applied according to the manufactures'uidelines at the facility on an as-needed basis.

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OutfaH 006B Oil Storage Area Facility I.D. Number FL0002208 Part A - You must provide thc results of at least one analysis for cvcry pollutant in this table. Complete onc table for each outfall. Scc hsttuetkxts for atkntkxtat detans.

Minimum Values (include units) Average Values (include units) I of Storm tant and CAS Evctss Sources of Pollutants ber (if available) Grab Samph Taken During First 20 Minutes Flow-weighted ~ltc Grab Sample Taken During First 20 Minutes Row-wcightcd Composite Sampkd Oil and Grcasc (S mg/I N/A Unhewn Bblogkai Oxygen Demand lg rng/I Unhewn (BODr)

Chemical Oxygen Demand 2io mg/I Unknown (COD)

Total Suspended Solkh (rss) 2I.O rng/I 37.9 mg/I Tool Kjetdahl Niuogen 4.0 mg/I Unknown Niuate + Nitrite Niuogen 3.2 mg/I l.7 mg/I Unhewn Total Pesphorm 0.40 mg/I 0.49 mg/I Unknown pit hiininxnn Maximum 7.6$ SU Maximum Part B I.ht each pollutant that is limited In an cfnuent guideline which de facaity B subject to or any polltnars lated ln de faenity's wastewater permit for its wastewater efauent. Complete ore table for cath outfan.

Sos huuuctiors for addiYionat details and rctNircments.

M inimum Values (include unirs) Average Values (include units) g of Storm poliutars and CAS Eve/as Sources of Pollutants Number (ifavailable) Grab Sample Taken During How-weighted composite Grab Sample Taken During Row-weighted Composite Sampled First 20 Minutes First 20 Minutes N/A 62620.9IO(8), Effcexive November 29, 1994 VII - I

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IVII Discharge Information (Continued from Table VII on page VII - I of Form 2F) . Outfall 0068 Oil Storage Area Facility I.D. Number FL0002208 List each pollutant shown in Tables 2F-2, 2F-3, and 2FQ that you know or have reasons to believe is present. Complete one table for each outfall. Sec for addiYicrud detaus.

Minimum Values (include units) Average Values (include units) tf of Storm Pollutant and CAS Evens Sources of Pollutants Number (if available) Grab Sample Taken During Frow-weighted Composite Grab Sample Taken During Flow-weighted Composite First 20 Minutes First 20 Minutes Pan D - Proridc data for de s tenn cvea(s) which rcsultal in de maximum values for de Aow weighted composite sanple.

I or tents between begtaaing htaximum Aow rate during Duradcn of Storm Everx Total rain(an during of storm mcasurcd and cnd of rain overs (ger toro/minute (in mhxxes) steno evan (in inches) ious measurable rain evea or specify unis) 339 hours0.00392 days <br />0.0942 hours <br />5.605159e-4 weeks <br />1.289895e-4 months <br /> 6,0ls gal.

7. Provide a description of thc nedxxl of flaw mcasurenetx or cstimatc.

Part D. S. hlaximum Aow rate wm determined fnxn maximum rainfall irxanity over arcs of draiaagc x coelficiect of rureff.

Pan D. 6. Total Aow ws estimated from area of drainage x depth of rainfall x cocfrtciax of nmoff (0.98 for buiMicg areas; 0.49 for fair grass/graver).

t 62420.910(8), Effecthu November 29, 1994 VII-2

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VII Discharge Information (Continued from page 15 of Form 2P) Outfall 006C East Parking Lot Facility I D Number FL0002208

+A - You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. sco inuuctkms f Mlnunum Values (include units) , Average Values (include units) tant and CAS Sources of Pollutants umber (if available) Grab Sample Taken During Flow-wcighrcd Composite Grab Sample Takca During Row.wciglacd Csxnpccitc Fiat 20 Minutes Fast 20 Minutes Oil and Grmse <S mg/l N/A Vehicle oil Icakcage Biological Oxygen Demand Unknown (BOD/

Chemical Oxygen Demand (CGD)

Total Smperxkxt Solids (rss) 4.8 mg/I 4.6 mg/I Vrknowa Total Klektahl Nitnrgen UrJmawn Neatc + Niuitc Nitrogen

0. !9 pll Minimum Maximum V.lo SU Minimum Maximum Unknown Part B List each pollutant that ls limhed in an cmucra guideline whkh the facility ls subject to or any pollutant listed la the facility's wastewater permit for ks wastewater eNucnt. Complete one table for each outfall.

See Instructions for additional details and rmtuircmcnts.

Minimmn Values 0nctude unhs) Average Values (include units) I of Storm Pollutam and CAS Events Number (ifavailable) Grab Sample Taken During Flow weighted compcaite Grab Satnpte Taken During Flow-weighted Compos itc Fiat 20 Mhuaca Fiat 20 Mimacs ~

420.910(8), Effect tve November 29. 199S

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IVII Discharge Information (Continued ) Outfall 006C East Parking Lot Facility I.D. Number FL0002208 List each pollutant shown in Tables 2F-2, 2F-3, and 2'hat you know or have reasons to believe is present. Complete one table for each outfall. Sco ons for addidonal details.

Minimum Values (include units) Average Values (include units) I of Storm Pollutant and CAS Eve res Sources of Pollutants Number (if available) Grab Sample Taken During Flow.weighted Composite Grab Simple Taken During Flow-weighted Composite First 20 hlinutcs First 20 Mhaxes N/A Part D - Pnwidc data for the s term evetu(s) which resulted in weighted eomposhc simple.

I or bours between beghmiag Maximmn flow rate during Duration of Suan Event Total rainfall during of storm measured and end of rain event (galkes/minute (tn minutes) suan evcta (in inches) evious measurable rain overs or specify units) 2/f656 l20 min. O.S6 inches l0,000 'tate of dhehargc from retctxton arcs gat uv " Total dheharged from retention area

7. Provide a description of thc method of flow measuremcnt or estimate.

Patt D. 5. Maximum flow rate was determined by time to lilt a container of Specified volume which was then used to calculate gpm.

Part D. 6. Total liow was estimated by average flow from thc retcreion area x the duration of flow.

vl 62420.910(g), E//ective November 29, i%St VII -2

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