ML102360661
| ML102360661 | |
| Person / Time | |
|---|---|
| Site: | Saint Lucie  |
| Issue date: | 07/31/2010 |
| From: | Golder Associates, State of FL, Dept of Environmental Protection |
| To: | Florida Power & Light Co, Office of Nuclear Reactor Regulation |
| References | |
| FL0002208 103-87527 | |
| Download: ML102360661 (118) | |
Text
A.
wrl.o capablitie INDUSTRIAL WASTEWATER PERMIT RENEWAL APPLICATION Florida Power & Light St. Lucie Power Plant Company Permit No. FL0002208 Prepared For: Florida Power & Light Company 700 Universe Boulevard Juno Beach, FL 33408 USA Submitted By: Golder Associates Inc.
6026 NW 1st Place Gainesville, FL 32607 USA July 2010 103-87527 Golder Associates
Julyv 2010 103-87527 July 2010 103-87527 TABLE OF CONTENTS FDEP Form 1 General Information FDEP Form 2CS Wastewater Application for Permit to Discharge Process Wastewater from New or Existing Industrial Wastewater Facilities to Surface Water FDEP Form 2CG Wastewater Application for Permit-to Discharge Process Wastewater from New or Existing Industrial Wastewater Facilities to Ground Water FDEP Form 2F Application for Permit to Discharge Stormwater Associated with Industrial Activity Table 1 Water Quality Data Summary for Outfall D-001 Table 2 Water Quality Data Summary for Liquid Radiation Waste (Internal Outfall 1-003)
Table 3 Water Quality Data Summary for Steam.Generator Blowdown (Internal Outfall 1-005)
Table 4 Water Quality Data Summary for Former Oil Storage Area (Internal Outfall 1-06B)
Table 5.
Water Quality Data Summary for East Parking Lot (Internal Outfall 1-06C)
Table 6 Water Quality Data Summary for Southeast Evaporation/Percolation Basin (Internal Outfall 1-008)
Figure 1 Site Location Map Figure 2 Site Plan and Outfall Location Map Figure 3 industrial Wastewater Process Flow Diagram Figure 4 Stormwater Map Attachment A Supplemental Information for Form 2CS.
Attachment B Supplemental Information for Form 2CG Attachment C Supplemental Information for Form 2F Golder Associates Y:%Projects\\2010\\1O3-87527 FPL StL IWWVFinaftOC.docx
FDEP FORM 1 GENERAL INFORMATION
WASTEWATER FACILITY OR ACTIVITY PERMIT APPLICATION FORM 1 I GENERAL INFORMATION
WASTEWATER FACILITY OR ACTIVITY PERMIT LAPPLICATION FORM 1 GENERAL INFORMATION I - IDENTIFICATION NUMBER:
Facility ID FL0002208 II - CHARACTERISTICS:
INSTRUCTIONS: Complete the questions below to determine whether you need to submit any permit application forms to the Department of Environmental Protection. If you answer "yes" to any questions, you must submit this form and the supplemental form listed in the parenthesis following the question. Mark "X" in the blank in the third column if the supplemental form is attached. If you answer "no" to each question, you need not submit any of these forms. You may answer "no" if your activity is excluded from permit requirements. See Section B of the instructions; See also, Section C of the instructions for definitionsof the terms used here.
SPECIFIC QUESTIONS YES NO FORM ATTACHED A. Is this facility a domestic wastewater facility which X
results in a discharge to surface or ground waters?'
B. Does or will this facility (either existing or proposed) include a concentrated animal feeding operation or aquatic animal X
production facility which results in a discharge to waters?
C. Does or.will this facility (other than those describe in A. or B.)
discharge process wastewater, or non-process wastewater regulated by X
Form 2CS 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 Form.2CG discharge process wastewater to ground waters?
E. Does or will this facility discharge non-process wastewater, not regulated by effluent guidelines or new source performance standards, to X
surface waters?
F. Does or will this facility discharge non-process wastewater to ground waters?
G. Does or will this facility discharge stormwater associated with industrial activity to surface waters?
X Form 2F H. Is this facility a non-discharging/closed loop recycle system?
I. Is this facility a public water system whose primary purpose is the production of potable water for public consumption and which discharges demineralization concentrate to surface water or X
groundwater?
III-NAME OF FACILITY: (80 characters and spaces)
FPL St. Lucie Power Plant 1-13 DEP Form 62-620.910(l)
(Effective July 7, 2006)
Facility ID FL0002208 IV - FACILITY CONTACT: (A. 30 characters and spaces)
A. Name and Title (Last, first, & title)
B. Phone (area code & no.)
Vinc e Munne, Environmental Manager (772) 467-7453 V - FACILITY MAILING ADDRESS: (A. 30 characters and spaces; B. 25 characters and spaces)
A. Street or P.O. Box: 6501 S. Ocean Drive B. City or Town: Jensen Beach State: FL, Zip Code: 34957
.VI - FACILITY LOCATION: (A. 30 characters and spaces; B. 24 characters and spaces; C. 3 spaces (if known); D.
25 characters and spaces; E. 2 spaces; F. 9 spaces)
A. Street, Route or OtherSpecific Identifier: 6501 S. Ocean Drive B. County Name: St. Lucie C. County Code (if known):
D. City or Town: Jensen Beach E. State: FL F. Zip Code-34957 VII-SIC CODES: (4-digit, in order of priority)
- 1. Code #: 4911 (Specify) Electric Serv
- 2. Code #:
(Specify)
- 3. Code #:
(Specify)
- 4. Code #:
(Specify)
VIII - OPERATOR INFORMATION: (A. 40 characters and spaces; B. 1 character; C. I character (if other, specify);
D. 12 characters; E. 30 characters and spaces; F. 25 characters and spaces; G. 2 characters; H. 9 characters)
A. Name: Florida Power & Light Company B. Is the name in VIII A. the owner?
ZYes
[:]No C.
O
<to':
(code)
(specify)
D. Phone No.:
F F'eclerjl-,* S, P 1)r,:,,
P Private 772-467-7122 E. Street or P. 0. Box: 700 Universe Blvd.
F. City or Town: Juno Beach G. State: FL H. Zip Code: 33408 IX - INDIAN LAND:
A. Is the facility located on Indian lands?
[] Yes No 1-14 DEl' Form 62-620.910(l)
(Effective July 7, 2006)
Facility ID FL0002208 X - EXISTING ENVIRONMENTAL PERMITS:
A. NPDES Permit No.
B. UIC Permit No.
C. Other (specify)
D. Other (specify)
FL0002208 FWC 08SR-018A Final Order No. DEP 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.
XII - NATURE OF BUSINESS (provide a brief description)
Electric power generating station.
XIII - CERTIFICATION (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 offine and imprisonment.
Z.-
Richard L. Anderson A. Name (type or print)
V.P., St. Lucie Power Plant Official Title (type or print) 1-1.5 DEP Form 62-620.910(1)
(Effective July 7, 2006)
FDEP FORM 2CS O
WASTEWATER APPLICATION FOR PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES TO SURFACE WATER 0
- WASTEWATER APPLICATION FORM 2CS PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES TO SURFACE WATER
- FORM 2CS
__o WASTEWATER 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.
I 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.
Sec.
Deg.
Min.
Sec.
D-001 27 21 05 80 14 26 Atlantic Ocean 1-003 27 20 57 80 14 48 Plant Discharge Canal 1-005 27 20 59 80 14 43 Plant Discharge Canal 1-007 27 20 52 80 14 41 Plant Discharge Canal 1-008 27 20 36 80 14 28 Plant Intake Canal II OUTFALL DESIGN A. Outfall B. Design Configuration and C.
D.
E. Elevation F. Receiving No. (List)
Construction Materials Distance Diameter of Discharge Water Depth from shore Invert (MSL) at POD (MSL)
D-001 Y-Port Diffuser Reinforced Concrete Pipe 1500 ft 12 ft
-36 ft
-42 ft +/-
Multiport Diffuser Reinforced Concrete Pipe 1959-3375 ft 16 ft
-27 to -38 ft
-33 to -44 ft 1-003 Low Volume Waste - Liquid Radiation Waste
< 75 ft from 3.5 in N/A
-12 ft +
Stainless Steel Pipe canal shore 1-005 Low Volume Waste - Steam Generator Blowdown
< 75 ft from 4 in.
N/A
-12 ft +
____canal shore 1-007 Screen Wash Water On canal 3 ft
+9 ft
-30 ft +
Two concrete sluiceways Units 1 & 2 shoreline 1-008 Southeast Evaporation/Percolation Basin Ol canal.
N/A N/A
-30 ft +
shoreline
/,
DEP Form 62-620.910(5)
Effective November 29, 1994 2CS-16
Facility I.D. Number:
FL0002208
- I RECEIVING WATER INFORMATION For each surface water that will receive effluent, supply the following information:
A. Name of Receiving Water, B. Check One C.
D. Type of Classification Receiving Water Fresh Salt or Brackish (See Ch.62-302, F.A.C.)
(canal, river, lake, etc.)
]
[I
- Marine Ocean El El E
LI El E. Minimum 7-day 10-year low flow of the receiving water at each outfall (if appropriate).
F. Identify and describe the flow of effluent from each outfall to a major body of water. A suitably marked map or aerial photograph may be used.
G. Do you request a mixing zone under Rule 62-4.244, F.A.C.? If yes, for what parameters or pollutants?
FLOWS, SOURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES A.
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 flows 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.
Refer to Figures 2 and 3.
B. For each outfall, provide a description of:-
Refer to Attachment A.
- 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.
DEP Form 62-620.910(5)
Effective November 29, 1994 2CS-17
IV B. Contd.
a Facility I.D. Number:
FL0002208 (1)
(2) Operation(s) Contributing Flow (3) Treatment Outfall No.
(a) Operation (list)
(b) Avg. Flow.
(a) Description (b) List Code from (List)
& Units Table 2CS-1 D-001 All operations listed below 1,487 MGD Point of Discharge to Atlantic Ocean 4-B Unit 1 and Unit 2 Once-Through Screening I -T and Auxiliary Cooling Water Chlorination (Biofouling control)
XX Discharge to Surface Water 4-A 1-003 Low Volume Waste 0.0234 MGD Filtration (Fiber Cartridge)
XX Liquid Radiation Waste Ion Exchange 2-J Discharge to Surface Water 4-A 1-005 Low Volume Waste 0.109 MGD Ion Exchange 2-4 Steam Generator Blowdown Discharge to Surface Water 4-A 7
Intake Screen Wash N/A Screening 1 -T Discharge to Surface Water 4-A 1-008 SE Evaporation/Percolation Basin 0.819 MGD Sedimentation (Settling) 1-U Evaporation.
1-F Percolation 1-Y Discharge to Surface Water 4-A DEP Form 62-620.910(5)
Effective November 29, 1994 2CS-18
IV Contd.
Facility I.D. Number:
FLOO02208 IV Contd.
Facility I.D. Number:
FL0002208
-U V
C. Except for storm runoff, leaks, or spills, are any of the discharges described in Items Il-A or B intermittent or seasonal?.
0 Yes (complete the following table)
El No (go to D. below)
(3) Frequency (4) Flow (1) Outfall (2)Operation(s).
(a) Days per (b) Months (a) Flow Rate (b) Total Volume No. (List).
Contributing Flow(List)
Week per Yr.
(in mgd)
(specify with units)
(c) Duration (specify avg.)
(specify Long Term Avg.
Max. Daily Long Term Avg.
Max Daily (in days) avg.)
1-003 Low Volume - Liquid Radiation Waste 1
12 0.0233 0.036 0.0233 MG 0.036 MG
< I 1-003 Low Volume Waste - Steam Generator Blowdown I/4 wks 12 0.154 0.349 0.154 MG 0.349 MG
< I 1-007 Intake Screen Wash Water 7
12 N/A 1-008 SE EvaporationlPercolation Basin N/A 1
8 8
- I' I
-t I
-t 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 theproposed/permitted facilities.
Refer to Attachment A E. List the method(s) and location(s) of flow measurement.
Refer to Attachment A
.PRODUCTON A. Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility?
[Li Yes (complete Item V-B)
N No (go to Section VI)
B. Are the limitations in the applicable guideline expressed in terms of production (or other measure of operation)?
EL Yes (complete Item V-C)
N No (go to Section VI)
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 DAILY PRODUCTION 2 Affected Outfalls
- a. Quantity per Day
- b. Units of Measure
- c. Operation, Product, Materials, Etc. (specify)
(list outfall nos.)
mU DEP Form 62-620.910(5)
Effectise Novenber 29,1994 2CS-19
Facility I.D. Number:
FL0002208
.1 IMPROVEMENTS A. Are you now required by any Federal, State or focal 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) E] No (go to Item VI-B)
- 1. Identification of Condition,
- 2. Affected Outfalls
- 3. Brief Description
- 4. Final Compliance Date Agreement, Etc.
- a. No.
- b. Source of Discharge of Project
- a. Required B. Projected Item VI.4., Permit FL0002208 D-001 Once-through and Revised Thermal Discharge July 19, 2010 auxiliary cooling water Study*
(6 months prior to expir-ation date)
- Submitted as Attachment D of kubstantil1 NPDES Permit Revisio Response to FDEP RFI #1, Jung 8, 2010.
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.
L) Mark "X" if description of additional control programs is attached.
VII INTAKE AND EFFLUENT CHARACTERISTICS A, B, & C: See instructions before proceeding--Complete one set of tables for each outfall -- Annotate the outfall number in the space provided. NOTE: Tables VH-A, VII-B, and VII-C are included on.separate sheets number VII-1 through V11-9.
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 p1llutant 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 Dimethylamine 1-005 Steam Gen. Blowdown DEP form 62-620.910(5)
Effective November 29, 1994 2CS-20
Facility I.D. Number:
FL0002208 11 POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS Is any pollutant listed in Item VII-C a substance 'or a component of a substance whichyou currently use or manufacture as an intermediate or final product or by-product?
EIYES (list all such pollutants below)
Z NO (go to IX)
IX BIOLOGICAL TOXICITY TESTING 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 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) 4 Ninety-six hour static renewal definitive toxicity tests were conducted as required by the current NPDES - FL0002208 Permit r D-001 on May 29, 2006 and September 6, 2007. The tests were conducted using Mysidopsis bahia and Menidia beryllina.
FDEP performed a similar test on April 10, 2010 as a part of the 5-year compliance peiformance testing.
'The results for the three tests were satisfactory.
X CONTRACT ANALYSIS INFORMATION 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)
E] NO (go to Section XI)
A. Name B. Address C. Telephone D. Pollutants Analyzed (list)
(area code & no.)
FPL Central Lab #E56078 6001 A Village Blvd.
561-640-2010 Dil and grease, sulfate, TSS (except 1-003)
West Palm Beach, FL GEL, LLC #E87156 2040 Savage Rd.
843-556-8171 AI analyses for 1-003 Charleston, SC 29407 arbor Branch Lab #E93080 5600 US Hwy 1, Ft. Pierce, FL 772-465-2400 Fecal Coliforms TestAmerica #E8 1010 Summit Environmental Labs.
- E87688
- Xenco Laboratories #E86240' 3355 McLemore Drive Pensacola, FL 32514 3310 Win Street Cuyahoga Falls, OH 44223 3231 NW 7th Avenue Boca Raton, FL 850-474-1001 330-253-8211 561-447-7373 Mercury (except 1-003)
Radio chemistry (except 1-003)
Wet chemistry, metals, VOCs, SVOCs
Facility I.D. Number:
FL0002208 QONNECTION TO REGIONAL POTW A. 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.
The majority of the St. Lucie Power Plant is connected to the South Hutchinson Island Wastewater Treatment Facility, although there still exist a small number of septic tanks.
XII-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 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.
Signature Name (please type)
Company Name Address (Affix Seal)
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 foi knowing violations.
Name & Official Title (Please type or print)
Signature Telephone No. (area code & No.)
Date Signed
-620.91o0($
.2CS-22 DEP Form 62 Effective November 29, 1994
XH-B CERTIFICATIONS FOR PERMIT RENEWALS This is to certify the engineering features of this pollution control project have been examined by me and found to be in conformity with'sound engineering principles, applicable to the treatment and disposal of pollutants characterized in the permit applicatio-n. There is reasonable assurance, in my professional judgment, that the pollution control facilities, when
-properly maintained and
.er ted, will discharge an effluent that complies with all applicable statutes of the State of Florida and the rule the D arint
/_
Golder Associates Inc.
Company Name Address 6026 NW 1st Place Gainesville, FL 32607 "N '.me(please type)
(Affix Seal)
Florida Registration No.:
35500 Telephone No::
(352) 336-5600 Date "4/3.
-701 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, influding the possibility of fine and imprisonment for knowing violations.
7
/
Richard L. Anderson, Vice President, St. Lucie Power Plant Name & Official Title (Please type or print) 772-467-7100 Telephone No. (area code & No.)
DEP Form 62-620.910(5)
Effective November 29, 1994 2CS-23
Facility ID. Number:
FL0002208 Outfall No.
D-001 POD PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. INTAKE AND EFFLUENT CHARACTERISTICS PART A - You must vrovide 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. Effluent 3.. Units
- 4. Intake (optional_
Pollutant
- a. Max. Dail Value
- b. Max. 30-day Value
- c. Annual A g. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Avg. Value
- b. No. of (1) Cone.
(2) Mass (I) Cone.
(2) Mass (1) Conc.
(2) Mass Analyses.
(1) Cone.
(2) Mass Analyses aCxabsuBvdrnic
<20 I
mg/L
<20
- b. Chemical Oxygen 1,000 1
mg/1L 1,510 Demand (COD)
- c. Total Organic 0.8 1
- d. Total Suspended 27 I
mg/L 20 Solids (TSS)_
- e. Toa Nitc en (as N) 0.606 1
mg,/L 0.42 I
f Toal lsphorus (as P)
<0.0055 1
- 11191, 0.0632 1
- g. Amnonia(as N) 0.085 I
mg/L.,
" 0.101 1
- h. Flow - actual or Value Value 1487 Value 1428 365 MGD Value projected
- i. Flow - design Value Value Value
._Value
- j. Specific Condutivity Value 56,075 Value Value I
pS/em Value 56,050
- k. Temperature (winter)
Value Value 39 Value 37 730
- C Value I. Temverature (summer)
Value Value 44 Value 42 730
- C Value
- m.. pH Min. 8.1 I.Min.
STANDARD UNITS 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 tobe 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Uriits
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily *-
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved lieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (1) Conc...
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass
- a. Bromide 0
39.5 mg/IL 36.9 1
(24949-67-9)
- b. Chlorine, 0
0 0.06
<0.01
<0.01 365 mg/L Total Residual
- c. Color 0
0
<0.5 1
CU
<0.5
- d. Fecal Coliform r
<1 I
CFU ND
- e. Fluoride 0
0 (16984-48-8)
)
- f. NitrateaNitrite E9 0
0.201 1
mg/L
<0.009 (as N)
VII-1 DER Form 62-620.910(5)2CS, Effecti~e November 29, 1994
e
- Item VII-B Contd.
Facility ID. Number FL0002208 Outfall No.
D-001 POD
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS a.be-
- b. be-a; Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(ifavailable)
Analyses Analyses
-present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass.
(I) Conc.
(2) Mass
- g. Nitrogen, Total 0 El 0.32 1
mg/L 0.32 1
Organic (as N)
I I
- h. Oil and grease El
<1.4 4
mg/L
<1.4 1
- i. Phosphorus. Total 0
1
<0.0055 I
mg/L 0.0632 (as P) (7723-14+0)
()Apha,Total1 pCi/L 4.5 1
(2)Beta, Total 0
0 689 1
pCi/L 835 (3) Radium, Total 0
0 (4) Radium 226, Total 0
0
- k. Sulfate (as SO4 )
0 0
2,600 1
mg/L 1,700 1
(14808-79-8)
- 1. Sulfide (as S) 0 0
- m. Sulfite (as SO3) 0 0
(14265-45-3)
- n. Surfactants 0
0 0.046 1
mg/L 0.063
- o. Aluminum, Total 0
0
.(7429-90-5)
- p. Barium, Total 0
[
(7440-39-3)
- q. Boron, Total 0
[]
4.4 1
mg/L 4.17 (7440-42-8)
- r. Cobalt, Total 0
0 (7440-48-4)
- s. Iron, Total 0 El 49.6 1
pg/L
<45 1
(7439-89-6)
- t. Maagnesium, Total 0 0 1,220 1
mg/L 1,210 1
(7439-95-4)
- u. Molybdenum, Total 0
[
9.41 1
Ag/L 9.27 1
(7439-98-7)
- v. Manganese, Total 0
0 (7439-96-5)
- w. Tin, Total 0 El
<0.004 1
mg/L
<0.004 1
(7440-31-5)
- x. Titanium, Total 0 0
<6.1 I
41g/I
<6.1 I
(7440-32-6)
VI1-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
F V ID. Number:
FL0002208 Outfall No.
D-OO1 POD PART C - If you are a primaryindustry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in 'column 2a for all GC/MS fractions that apply to your industry and.for ALL toxic metals, cyanides, and total phenols. If you 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. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 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 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.
- 2. Mark "X" 3.Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max, 30-day Value
- c. Long Term* Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc, I (2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass
.(l) Conc.
(2) Mass
,)
d I i
T
-S,
,Y,__
..,r
.+++N IM. Antimony, Total 0
0]
0]
<3.8 I
AWL
<3.8 (7440-36-0) 2M. Arsenic, Total 0
0 6
<4.6 I
Vg/L
<4.6 1
(7723-14-0) 3M. Beryllium, Total 0
0l 0
<0.67 1
pg/L
<0.67 I
(744041-7) 4M. Cadmium, Total 0
0 0
<0.57 I
ag/L
<0.57 I
(7440-43-9) 5M. Chromium, Total 0
0 0
<1.1 I
pg/L
<L.i 1
(744047-3) 6M. Copper, Total 0
0 0
<9.6 1
pg/L
<9.6 1
(7440-50-8) 7M. Lead, Total 0
0 0
<3.1 1
pg/L
<33 1
(7439-92-1) 8M. Mercury, Total 0
- [
<0.0002 I
g/L
<0.0002 1
(7439-97-6) 9M. Nickel, Total 0
0 0
<5.2 I
ag/L
<5.2 1
(7440-02-0) 10M. Selenium, Total 0
0 0
8.02 1
lg/L 14 1
(778249-2) 1IM. Silver, Total.
0 0
0
<1.6 1
pg/L 1.91 1
(7440-224) 12M. Thallium, Total 0
0 0
1.4.
1 pg/L, 3.2 1
(7440-28-0) 13M. Zinc, Total 0
0 1
7.26 1
pg/L 6.43 1
(7440-66-6) 14M. Cyanide, Total 0
01 03 0.0039 1
mg/L
<0.0013 1
(57-12-5) 15M. Phenols, Total 0
0
<0.006 1
mg/L.
<0.006 1
2,3,7,8-Tetra-0l 0
0 eblorodibenzo-P-Dioxin (1764-01-6)
-7 IV. Acroli
]
[
<3.45 I
a/
<3.45
-1 iv colein 0,
0l 0
<345L (107-02-8) 2V. Acrylonitrile 0
0]
0]
<3.08 1
Ag/L
<3.08 (107-13-I)
VII-3 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0
'aciity ID. Number:
FL0002208 Outfall No.
D-001 POD
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS a
b, be-
- e. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
. (2) Mass (1) Cone.
]
(2) Mass 3V. Benzene 0
El 0
<0.211
.g/L 0.211 1
(71-43-2) t 4V. Bis (Chloromethyl) Ether 0l El 0
(542-88-1) 5V. Bromoform 0
El 11 2.85 1
Pg(L 0.6 1
(75-25-2) 6V. Carbon Tetrachloride 0
0
[
<I
<0.2 131 (56-23-5) 7V Chlorobenzene 0
El ED
<0.245 I
lag/L
<0.245 1
(108-90-7) 8V. Chlorodi-0 1
[]
E
<0.256 I
ag/L
<0.256 1
bromomethane (124-8-1) 9V. Chloroethane 0
1 El E
<0.34 I
Rg/L
<0.34 1
(74-00-3)
IOV. 2-Chloro-ethylvinyl 0
El El
<0.612 1
lAg/L
<0.612 1
Ether (110-75-8) 1IV. Chloroform 0
El 0
<0.263 1
Vg/L
<0.263 1
(67-86-3) 12V. Dichloro-0 1
E El
<0.191 1
Pg/L
<0.191 1
bromomethane (75-24-4) -
13V. Diehloro-0 El
[j
<0.414 1
ILg/L
<0.414 1
diflumunwelone (75-71-8) 14V. I,I-Dichloroethane 0 El El
<0.255 I
tLg/L
<0.255 1
(75-34-3)
ISV. 1,2-Dichloroethane 0
El 0l
<0.338 I
Pig/L
<0.338 1
(107-06-2) 16V 1,1 -Dirbloroethylene 0
El El
<0.269 1
i1g/L
<0.269 (75-35-4) 17V. 1,2,-Dicl opane 0
El
<0.326 1
lAg/L
<0.326 1
(7W-7-5) 18V. 1,3-Didchlcmropylene 0
"l 0
<0.359 I
Wg/L
<0.359 1
(542-75-6) 19V. Ethylbenzene 0
1 El E
<0.196 1
PigfL
<0.196 1
(100414) 20V. Methyl Bromide 0
El El
<0.61 1
lig/L
<0.61 1
(74-83-9) 21V. Methyl Chloride 0 El El
<0.25 1
pg/L
<0.25 1
(74-87-3) 22V. Methylene Chloride 1
El El
<0.639 1
lig/L
<0.639 1
(74-98-2) 23V. 1,1,2,2-Tetra-0 1
El E
<0.233 1
Psg/L
<0.233 1
ehloroethane (79-34-5) 24V. Tetrachloroethylene 0
E El
<0.508 1
ag/L
<0.508 1
(127-184)
Vll-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:.
FL0002208 Outfall No.
D-001 POD
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS a
'b be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required -
present absent (1)Conc. J (2) Mass (1) Conc. ] (2) Mass (1) Cone.
(2) Mass 25V. Toluene (108-88-3) 0 0
<0.247 pg/L 0.32 1
26V. 1,2-Trans-0 0
<0.399 Ag/L
<0.399 1
Da vdy (I56-&0-)
27V. 1,1,2-Trd.oiedane
[010 0
<0.232 "g/L
<0.232 1
(71-55-.6) 28V. I,I,2-Tridkia
[
0
<0.288 I
1 (79-0 -5) 29V. Trichloroethylene 0
10 0
<0.305 1
- 141,
<0105 1
(79-01-6) 30V. Trichloro-0 0
0
<0.301 I
11g/L
<0.301 I
fluoromethane (75-69-4) 31V. Vinyl Chloride 0
0 01'
<0.414 I
Pg/L
<0.414 1
(75-014)
IA. 2-Chlorophenol 0
0 0
<2.6 P g/L
<2.6 1
(95-57-8) 2A. 2,4-Dichlorophenol 0
0 El
<0.43 I
Pg/L
<0.43 (120-83-2) 3A. 2,4-Dimethylphenol 0
0 01
<2.4 I
V g/L
<0.4 (105-67-9) 4A. 4,6-Dinitro-O-Cresol 0
0 0
<0.35 1
pg/L
<0.35 1
(534-53-1) 5A. 2,4-Dinitrophenol 0
0
<1.4 I
PgfL -
<1.4 1
(51-28-5),
I 6A. 2-Nitrophenol 0
0 El
<0.24 "I
Pg/L
<0.24 1
(88-75-5) 7A. 4-Nitrophenol
- 0.
0 0
<0.79 1
PgfL
<0.79 I
(100-02-7) 8A P-Chloro-M-Cresol 0
0 El
<0.22 P g/L
<0.22 I
(59-50-7).
9A Pentachlorophenol 0 El El
<0.7 I
AWL
<03 1
(87-86-5)
IOA Phenol 0
El El
<0.4 I
lig/L
<0.4 I
(108-95-2)
I IA 2,4,5-Trichloro-0 0
0
<0.38 IPg/L
<038 I
phenol (88-06-2) lB. Acenaphthene 0
El
[E
<0.022 I
PgL 0.27 1
(63-32-9)-
2B. Acenaphtylene 0
0-
<0.026 I
Psg/L
<0.26 1
(208-96-8) 3B. Anthracene E0 0
0]
<0.006 1
Pl8IL
<0.006 (120-12-7) 1 4B. Benzidine 0
0
<9.7 I
Pg/L
<9.7 (92-87-5)
VII-5 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Nurfiber:
FL0002208 Outfall No.
D-001 POD
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (I) Cone.
(2) Mass (1) Cone.
(2) Mass 5B. Benzo (a) Anthracene 0
0 0
<0.011 1
ig/L
<0.011 (56-55-3) 1
-6B. Benzo (a) Pyrene 0
E3
<0.013 I
AWg/L
<0.013 (50-32-8) 7B. 3,4-Benzo-fiuoaruen=
0 0
0
<0.015 A&1 ILg/
<0.015 (205-99-2) 8B. Benzo (ghi) Perylene 0
1 0
0
<0.014 1
ig/IL
<0.014 (191-24-2).
9B. Benzo (k) Furdlxme(207-0 0
0
<0.012 1
Pg/l,
<0.012 1
08-9) 10B. Bis (2-C o) 0 0
0
<0.32 1
lig/L
<0.32 Methane (111-91-1)
I IB. Bis (2-chloroethyl) 09 0
0l
<0.46 1
Pig/L-
<0.46 Ether (111-44-4) 12B. Bis (24Osowpq 0
01 01
<0.34 I
jg/IL
<0.34 1
Ether (102-60-1) 13B. Bis (2-Ethylhexyl) 3 0
0 0.2 1
&g/L,
<0.2 1
Phthalate (117-81-7) 14B. 4-Bromophenyl 0
0 0
<0.27 1
Wg/L
<0.27 1
Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate 0
01 0
<0.36 I
jg/IL
<0.36 1
(84-68-7) 16B. 20
[]
0]
0
<0.32 I
jig/L
<0.32 1
(91-58-7) 17B. 4.Chlorophenyl 0
0 0
<0.45 I
jig/L
<0.45 Phenyl Ether (7005-72-3) 18B. Chrysene
[
0 0
<0.017 1
ig/IL
<0.017 (218-01-9) 19B. Dibenzo (ah) 0 0
0
<0.006 I
jg/L
<0.006 1
Anthracene (53-70-3) 20B. 1,2-Dichl*ao e
0 0
0
<0.34 -
I jig/L
<0.298 1
(95-50-1) 21B. 1,3-Dichllrobenzene 0
01 0
<0.35 1
ig/IL
<0.235 1
(541-73-1) 22B. 1,4-Dichlorobenzene 0
0 01
<0.28 1
ig/IL
<0.199 1
(10&-46-7) 23B. 3,Y3Zidl 0
0]
01
<0.31 1
g/IL
<0.31 (92-94-1) 24B. Diethyl Phthalate 0
0 0
<0.33 1
jig/LI
<0.33 1
(84-66-2) 25B. Dimethyl Phthalate 0
0 El
<0.21 1
jg/IL
<0.21 1
(131-11-3) 26B. Di-N-Butyl Phthalate 0
0
<0.28 1
ig/IL
<0.28 (84-74-2) 27B. 2,4-Dinitrotoluene 0
0 0
<0.31 1
ttg/LI
<0.31 1
(121-14-2) 28B. 2,6-Dinitrotoluene 0
0 El
<0.31 Sg/L
<0.31 (606-20-2)
VII-6 DER Form 62-620.910(5)2CS, Effective November 29, 1994
- ty ID. Number:
FL0002208 Outfall No.
D-001 POD
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-.
- a. Maximurn Daily Value
- b. Max. 30-day Value
- e. Long Term Avg. Value
- d. No. of'
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cond.
(2) Mass (1) Cone.
(2) Mass 29B. Di-N-Oetyl Phthalate 0
E" El
<0.28 1
g/IL.
<0.28 (117-84-0) 30B. l,2-Diphenylhydrazine 0
El El
<0.23 I
.g/L
<0.23 I
(asAzob
) (122-66-7) 31B. Fluoranthene 0
El D
<0.008 1
Pg/L
<0.008 1
(206-44-0) 32B. Fluorene (86-73-7) 0 El El
<0.011 I
Pg/L
<0.011
.33B. Hexaehlorobenzene 0
El El
<0.32 I
Pg/L
<0.32
- (118-74-1) 34B. Hexaclorobutadiene 0
El El
<0.45 1
pg/L
<0.45 (87-6&-3) 35B.
El 0
1[
<0.7 1
pg/L-
<0.7 (77-47-4) 36B. Hexachloroethane 0
El El
<0.36 I
Ag/L
<0.36 (67-72-1) 37B. Isdeno (1,2,3-cd) 0
[]
0
<0.011 1
pg/L
<0.011 Pyrene (193-39-5) 38B. Isophorone 0
0l El
<0.34 1
pg/L
<0.34 (7.8-59-1) 39B. Naphthalene 0
El 0
<0.034 1
pg/IL
<0.034 (9 1-20-3) 40B. Nitrobenzene 0
D.
E
<0.31 1
pg/L.
<0.31 (98-95-9)
__I 41BN-N 0
El El
<0.33 1
pg/L.
<0.33 1.
(62-75-9) 42B. N-Nitrosodi-N-El El 0]
1 Propylamine (621-64-7) 43B. N-Nitro-0 El El
<0.001 I
pg/L
<0.001 1
sodiphenylamnine (86-30-6) 44B Phenanthrene 0
El El
<0.014.I Ig/L
<0.014 (85-01-8) 45B. Pyrene (129-00-0)
El
<0,008 I
gL
<0.008 46B. 1,4-Tdtikauasizen0 El El
<1.5 Pg/L
<1.5 (120-82-I).
IP. Aldrin (309-00-2)
El El 0
2P. -BHC (319-84-6)
E]
El 0
3P-BHC (319-85-7)
El El 0
4P. -BHC (58-89-9) 1E El
[
5P. -BHC (319-86-8)
El El 0
VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994
ity ID. Number:
Outfall No.
D-001 POD FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
,d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(ifavailable)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass 6P. Chlordane (57-74-9) 0 0
0 7P. 4,4'-DDT (50-29-3)
El
[]
ED 8P. 4,4'-DDE (72-55-9) 0]
El 9P. 4,4'-DDD (72-54-8) 0 0
0 10P. Dieldrin (60-57-1) 0 0
0 I1P. -Endosulfan 0
0 0
(115-29-7) 12P. -Endosulfan 0
0 0
(115-29-7)'
13P. Endosulfan Sulfate 0
0 0
(1031-07-8) 14P. Endrin (72-20-8) 0 0
0 15P. Endrin Aldehyde 0
0 0
(7421-92-4) 16P. Heptachlor 0
0 0
(76-44-8) 17P. Heptachlor Epoxide 01 0l 0
(1024-57-3) 18P. PCB-1242 0
0 0
(53469-21-9) 19P. PCB-1254 0]
0:1 0
(11097-69-1) 20P. PCB-1221 0
0 0
(11104-28-2) 21P. PCB-1232 0
0 0
(11141-16-5) 22P. PCB-1248 0:1 0
0 (12672-29-6) 23P. PCB-1260, 0]
01 0
(11096-82-5) 24P. PCB-1016 0
0 (12674-11-2).
25P. Toxaphene 0
0 0
(8001-35-2)
VII-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0 0
Facility ID. Number:
FL0002208 Outfall No.
1-003 PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. 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.
- 1.
- 2. Effluent 3.. Units
- 4. Intake (optional)
Pollutant
- a. Max. Dailv Value -
- b. Max. 30-dav Value
- c. Annual Av. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Avg. Value
- b. No. of (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass Analvses (1) Conc.
(2) Mass Analyses atCabmra mBdumiil
<2.0 1
mg/L
- b. Chemical Oxygen
<6.5 1
mg/L Demand (COD)
- c. Total Organic 1.75 1
- d. Total Suspended 5.2
<3
<3 74 mg/L Solids (TSS)
- e. Total Nimo (s
(N)
<0.05 1
mgrnL f TWl Phospla (as P) 0.041 1
mg/L
- g. Ammonia (as N) 0.036 mg/L h, Flow - actual or Value 0.0360 Value 0.0280 Value 0.0234 730 MGD Value proected
- i. Flow - desig*n Value Value Value Value
- j. Specific Cenductivy Value 5.2 Value Value 1
PS/cm Value
- k. Temperature (winter)
Value Value Value
°C Value
- 1. Temoerarure (summer) I Value 26 Value 26 Value I
Value
- i.. PH J
I65 M
M I
STANDARD UNITS 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. 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved hieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (1) Cone...
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass
- a. Bromide 1
. 0 (24949-67-9)
- b. Chlorine, 0
0 Total Residual
- c. Color 0
01
<5 1
CU
- d. Fecal Coliform 0
0
- e. Fluoride 1
0 (16984-48-8) f Nitrate-Nitrite 0
01
<0.05 1
mg/L (as N)
VII-1 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0 Item.VII-B Contd.
0 Facility ID. Number
. 0 Outfall No.
1-003
.FLOO02208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS a.be-
- b. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(if available)
Analyses Analyses present absent (1) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass
- g. Nitrogen, Total 0
El
<0.17 1
mg/L Organic (as N)
- h. Oil and grease 0
0 11.4 1
mg/L
- i. Phosphorus, Total 0
0 0.041 1 I mg/L (as P) (.7723-14-0)
(1) Alpha, Total 0
0
<0.0367-il.53 I
pCi/L (2) Beta, Total 0
0 765+/-16.7 I
pCi/L (3) Radium, Total 0
0 (4).Radium 226, Total 0
0
- k. Sulfate (as SO4) 0 0
0.39 1
mg/L (14808-79-8)
- 1. Sulfide (as S) 0 0
- m. Sulfite (as SO3) 0 (14265-45-3)
- n. Surfactants E3 0.0219 1
mg/L
- o. Aluminum, Total 0
0 (7429-90-5)
- p. Barium, Total
[
0 (7440-39-3)
- q. Boron, Total 0
0 199 1
mg/L (7440-42-8)
- r. Cobalt, Total 0
0 (7440-48-4)
- s. Iron, Total E9 E
45.6 1
ltg/L (7439-89-6)
- t. Maagnesium, Total 0
[
<85 1
Ag/L (7439-95-4)
- u. Molybdenum, Total 0
0 3.96 1sg/L (7439-98-7)
- v. Manganese, Total 0
0 (7439-96-5)
- w. Tin, Total 0
[
(7440-31-5)
- x. Titanium, Total 0l 0
(7440-32-6)
VII-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
)
Facility ID. Number:
FL0002208 Outfall No.
1-003 PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2a for all GC/MS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you 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 orhave reason to believe is present. Mark "X" in column 2c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 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 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.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
. (if available)
Analyses Analyses required present absent ri p
absent (1) Conc.
( 2) Mass
() Con
[(2)Mass (1) Conc.
1(2)Mass M)Cone.
(2)Ma IM. Antimony, Total 0
El 1"
13.1 1
lag/L (7440-36-0) 2M. Arsenic, Total 0
E3 El 20.3 1
ag/L (7723-14-0) 3M. Beryllium, Total 03 El E
<1.0 1
lag/L (7440-41-7)
/
4M. Cadmium, Total 0
El El 1.02 1
ig/L (7440-43-9) 5M. Chromium, Total 0
0l 0l 2.56 1
Ag/L (7440-47-3) 6M. Copper, Total 0
0l El
<3.0 1
pg/L (7440-50-8) 7M. Lead, Total 0]
El
<3.3 1
lag/L (7439-92-1) 8M. Mercury, Total H
0l 0l
<0.066 1
lAg/L (7439-97-6) 9M. Nickel, Total 0
0l El
<1.5 1
Pg/L (7440-02-0)
IOM. Selenium, Total 0 El El
<5.0 1
vg/L (7782-49-2)
I IM. Silver, Total 0
El El
<1.0 I
pg/L (7440-22-4) 12M. Thallium, Total 0 El El 7.06 1
Pg/L (7440-28-0) 13M. Zinc, Total 0
El El
<3.3 I
lg/L (7440-66-6) 14M. CyanideTotal l
<1.7 gL (57-12-5) 15M. Phenols, Total 0
El l
6.26 1
PSgL 2,3,7,8-Tetra-El El 0
chlorodibenzo-P-Dioxin (1764-01-6)
IV. Acrolein E
<1.25 1gl (107-02-8) 2V. Acrylonitrile 0
El
<1.00g (107-13-1)
__<_1_ 00 VII-3 DER Form 62-620.910(5)2CS, Effective November 29, 1994
9 acility ID. Number:
FL0002208 Outfall No.
1-003
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (l) Con.
[ (2) Mass (1) Cone. f (2) Mass (1) Cone.
(2) Mass (I) Con.
(2) Mass 3V. Benzene 0
[
0
<0.300 1
Pg/L (71-43-2) 4V. Bis (Chloromethyl) Ether 0
0 0
(542-88-I) 5V. Bromoform 0
0 0
<0.250 I
Pg/L (75-25-2) 6V. Carbon Tetrachloride 0
0 0
<0.300 1
Pg/L (56-23-5) 7V Chlorobenzene 0
0 0
<0.250 1
Pg/L (108-90-7) 8V. Chlorodi-0 01 0
<0.300 1
.g/L bromomethane (124-8-1) 9V. Chloroethane 0
0 0
<0.300
- 1.
pg/L (74-00-3) 10V. 2-Chloro-ethylvinyl 0
0 0
<1.50 1
Pg/L Ether (110-75-8) 1-1V. Chloroform 0
0 0
<0.250 1
Pg/L (67-86-3) 12V. Dichloro-0 0
0
<0.250 1
pg/L bromomethane (75-24-4) 13V, Dichloro-0 0
0 diltauselm(75-71-8) 14V. 1.1-Dichloroethane 0
0 0
<0.300 1
Pg/L (75-34-3) 15V. 1,2-Dichloroethane 0
0
[0
<0.250 1
pg/L (107-06-2) 16V. l,I-Dichloroethylene 0
El 0
<0.300 1
Pg/L (75-35-4) 17V. 1,2,-Dichlcopvpane 0
0 0
<0.250 1
Pg/L (78-87-5) 18V. 1,3-Didflcatye 0
El 0
<0.250 1
Pg/L.
(542-75-6) 19V.. Ethylbenzene E]
0 0
<0.250 1
lig/L (100-41-4) 20V. Methyl Bromide 0
0 0
<0.300 I
Pg/L (74-83-9) 21V. Methyl Chloride 0
0 0
<0.300 1
pg/L (74-87-3) 22V. Methylene Chloride 0
El 0
<2.0 1
Pg/L (74-98-2) 23V. 1,1,2,2-Tetra-0 0
01
<0:250 I
Pg/L chloroethane (79-34-5) 24V. Tetrachloroethylene 0
03 0
<0.300 I
Pg/L (127-18-4)
VII-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
9 acility ID. Number:
Outfall No.
1-003 FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value'
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No.of No. (if available) testing -
lieved lieved (if available)
(if available)
Analyses Analyses required present absent
()Cn. ()Ms (1Coc.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Masa 25V. Toluene (108-88-3) 0 El Ll
<0.250 AWL 26V. 1,2-Trans-
.0 El E3
<0.300 I
Ag/L 27V. 1,1,2-Tricdlce ie 0
-7
-0
-E]
<0.325 I
Vg/L (71-55,6) 28V. 1,1,2-Tricdloroedmne 0
0l 1
<0.250 I
RgL (19o-05),
29V. Trichloroethylene 0
0 0
<0.250 1
Vg(L (79-01-6) 30V. Trichloro-El El 0
fluoromethane (75-69-4) 31V. Vinyl Chloride 0
0l 0l
<0.500 1
ilg/L (75-01-4)
IA. 2-Chlorophenol
<1.89 I
<gL9 (95-57-8) 2A. 2,4-Dichlorophenol 0
El El
<1.89 1
lig/L (120-83-2) 3A. 2,47Dimethylphenol 0
El El
<1.89 1
ig/IL (105-67-9) 1 4A. 4,6-Dinitro-O-Creasol 0
E rI
<2.83 I
Pg/tL (534-53-1) 5A. 2,4-Dinitrophenol 0
ol 0
<4.72 1
pg/L (51-28-5) 6A. 2-Nitrophenol 0
0l
[l
<1.89 1
AgWL (88-75-5) 7A. 4-Nitrophenol 0
El
<1.89 1
Pg/.
(100-02-7) 8A P-Chloro-M-Cresol
.<189g/L (59-50-7) 9A Pentachlorophenol 0 Wl El
<1.89 lig/L (87-86-5) 1" "
1OA Phenol 0
El "3
<0.943 I
Pg/L (108-95-2)
I IA 2,4,5-Trichloro-0 l
<1.89 I
AL phenol (88-06-2) lB. Acenaphthene 0
El
<0.292 1..
(63-32-9) 2B. Acenaphtylene 0
El 0
<0.189.
1 lpg/L (208-96-8) 3B. Anthracene 0
El El
<0.189 1
Ag/IL (120-12-7) 4B. Benzidine El El 0
(92-87-5)
I VII-5 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 0
Outfall No.
1-003
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (I) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (I) Conc.
(2) Mass 5B. Benzo (a) Anthracene 0
El El
<0.189 1
.AgI, (56-55-3) 6B: Benzo (a) Pyrene 0
[]
El
<0.189 1
Ag/L (50-32-8) 7B. 3,4-Betw-flu 1
0 El E
<0.189 1
lig/L (M5-99-2) 8B. Benzo (ghi) Perylene 0
El El
<0.189 1
lig/L (19 1-2 4 -2 )
9B. Benzo (k) 1huantln(207-0 0l 0l
<0.189 1
lag/L 08-9)
IOB. Bis (2-0Chloethoy) 0 0l El
<2.83 1
Vg/I.
Methane (111-91-1)
I IB. Bis (2-chloroethyl) 0 El El
<1.89 1
jAg/L Ether (111-44-4) 12B. Bis (29Ao q.
0 E
0l
<1.89 1
Ag/L Ether (102-60-1) 13B. Bis (2-Ethylhexyl) 0 El El
<1.89 1
lig/L Phthalate (117-81-7) 14B. 4-Bromophenyl 0
El
[]
<1.89 1
ligfL Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate 0
0l El
<1.89 1
11g/l, (84-68-7) 16B. 2-aO dktmlene 0
El El
<0.283 1
Ag/L (91-58-7) 17B. 4-Chlorophenyl 0
0l El
<1.89 1
Itg/L Phenyl Ether (7005-72-3) 18B. Chrysene 0
0" 0l
<0.189 1
Pg/IL (218-01-9) 19B. Dibenzo (ah) 0 El El
<0.189 1
ag/IL Anthracene (53-70-3) 20B. 1,2-Dich[ba]
ne 0
0E
<1.89-1 Ag/L (95-50-1) 21B. 1,3-Dichlorobenzene 0
El El
<1.89 I
pg/IL (541-73-1) 22B. 1,4-Dichlorobenzene 0
El El
<1.89 1
Pg/L (10 6-4 6 -7 )
0 1_
23B. 3,Y-D3* ezid El El
<1.89 1
pg/l (92-94-1) 24B. Diethyl Phthalate 0
El El
<1.89 I
pg/L (84-66-2) 25B. Dimethyl Phthalate 0
El El
<1.89 1
PgfL (131-11-3) 26B. Di-N-Butyl Phthalate 0
El El
<1.89 1
pg/I.
(84-74-2) 27B. 2,4-Dinitrotoluene 0
El El
<1.89 I
Sg/L (121-14-2)1 1
28B. 2,6-Dinitrotoluene 0
[E 1E
<1.891 I
Pg/L (606-20-2) 1 VII-6 DER Form 62-620.910(5)2CS, Effective November 29, 1994
f ility ID. Number:
FL0002208 Outfall No.
1-003
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- e. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No, of No. (if available) -
testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 29B. Di-N-Octyl Phthalate 0
1 El E
<2.83 1
tag/L (117-84-0) 30B. 1,2-Dipbanyfiyfzdne ol El 0
(arAzobew=) (122-66-7)
E_
31B. Fluoranthene to 0
0
<0,189 1
Pg/L (206.44-0) 32B. Fluorene (86-73-7) 0 E]
0
<0.189 1
g[L 33B. Hexaehlorobenzene 0
0 0
<1.89 1
g/L (118-74-1) 34B. Hexacrllorobuladiene D
5 0
<1.89 1"
g/L (87-68-3) i 35B. H dfas 0
0 0
(77-474) 36B. Hexachloroethane 0
El
[]
<1.89 1
Pg/L (67-72-1) 37B. Indeno (1,2,3-cd) 0[
0l E
<0.189 1
AgL Pyrene(193-39-5) 38B. Isophorone 0
El 0
<2.83 1
Ag/LL (78-59-1) 39B. Naphthalene 0
0l 0l
<0.283 1
Pg/L (91-20-3) 40B. Nitrobenzene 0
0l 0l
<2.83 1
A g/L (98-95-9) 41B N-Nk dirnW El 0
l 0
(62-75-9) --
42B. N-Nitrosodi-N-0
. El El
<1.89 1g/L Propylamine (621-64-7) 43B. N-Nitro-
[]
0l 0
sodiphenylamine (86-30-6) 44B Phenanthrene 01 0l 0
<0.189 1g/L (85-01-8) 45B. Pyrene (129-00-0) 01 0
l1
<0.283 I
Rg/L 46B. 1,24-Td*m ba 0
El 0
<1.89 1.g/L (120..82-I)..
IP. Aldrin (309-00-2) 0l 0l 0
2P. -BHC (319-84-6) 0-0 0
3P -BHC (319-85-7) l 0
0 4P. -BHC (58-89-9) 0l El 0
5P. -BHC (319-86-8) li El 0
VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994 K
FFacility ID. Number:
Outfall No.
1-003 FLOO02208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (I) Cone.
(2) Mass (1) Cone.
(2) Mass (I) Cone.
(2) Mass (1) Cone.
(2) Mass 6P. Chslordane (57-74-9)
.: fl C~ 0 7P. 4,4'-DDT (50-29-3) 0 0
0 8P. 4,4'-DDE (72-55-9) 03 0
- 1 9P. 4,4'-DDD (72-54-8) 1 0 I
lOP. Dieldrin (60-57-1) 0 0
0 11P. -Endosulfan 0]
0]
0 (115-29-7) 12P. -Endosulfan 01 0]
[ 0 (115-29-7) 13P. Endosulfan Sulfate 03 01 0
(1031-07-8) 14P. Endrin (72-20-8) 0 0D 15P. Endrin Aldehyde
]
0 0
(7421-92-4) 16P. Heptachlor 0
0 (76-44-8) 17P. Heptachlor Epoxide 0
0 0
(1024-57-3) 18P. PCB-1242 0
[
0 (53469-21-9) 19P. PCB-1254 0]
01 0
(11097-69-1) 20P. PCB-1221 0
0 0
(11104-28-2) 21P. PCB-1232 0
[],
(11141-16-5) 22P. PCB-1248 0
0 0
(12672-29-6) 23P. PCB-1260 0
0 0-(11096-82L5) 24P. PCB-1016.
0 0
0 (12674-11-2) 25P. Toxaphene 0
0 0
8(8001-35-2)
VI1-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
1-005 PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. 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.
- 1.
- 2. Effluent 3.. Units
- 4. Intake (optional)
Pollutant
- a. Max. Daily Value
- b. Max. 30-day Value
- c. Annual Avg. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Avg. Value
- b. No. of (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass Analyses
() C onc.
(2) Mass Analyses aCktawxias a+/-HiAl 7.4 1
mg/L Gum Dud (QD_
- b. Chemical Oxygen 18.5 mg/L Demand (COD)
- d. Total Suspended 5.0
<3.0
<3.0 24 mg/L Solids (TSS) e Toal Nitrogen (as N) f Toal P-osmplxnus (a P) 0.0216
/1 mgL
- g. Ammonia (as N) 1.61 1
mg/L
- h. Flow - actual or Value 0.3492 Value 0.2722 Value 0.1544 730 MGD Value projected
- i. Flow - design Value Value Value Value
- j. Specific Conductivity Value 15.2 Value Value 1
ltS/cm
_Value
- k. Temperature (winter)
Value Value Value
°C Value 1.Ternnerature Isumsmerl Value 25.5 Value 25.5 Value I
°C Value mn. pH M in 9.8 Mmb 9.8 jin Ma I'~ Ji:
STANDARD UNITS 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. 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved lieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (1) Cone...
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (I) Cono.
(2) Mass
- a. Bromide 0
0 (24949-67-9)
- b. Chlorine, El z
Total Residual
- c. Color 0
0
- d. Fecal Coliform 0l 0
- e. Fluoride 0
0 (16984-48-8) f Nitrate-Nitrite 0
0 (as N)
VIM-1 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Item VII B otd.
Pacifty ID. Number Outfall No.
1-005 FL0002208
- 2. Mark 'W"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS a.be-.
- b. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(ifavailable)
Analyses Analyses present absent (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass
- g. Nitrogen, Total El O r g a n ic (a s N )
- h. Oil and grease 0
E
<1.4
<1.4
<1.4 24 mg/L
- i. Phosphorus, Total 0
El 0.0216 1
mg/L (as P) (7723-14-0)
(1) Alpha, Total Q
.J
<2.28 1
pci/L (2) Beta, Total 0
0
<3.58 I
pci/L (3) Radium, Total 0
0 (4) Radium 226, Total l
0
- k. Sulfate (as SO*4 )
0 (14808-79-8)
- 1. Sulfide (as S)
E
- m. Sulfite (as SO 3) 0 (14265-45-3)
- n. Surfactants E
0
- o. Aluminum, Total 0
0 (7429-90-5)
- p. Barium, Total El 0
(7440-39-3)
- q. Boron, Total 0
0.017 mg/I (7440-42-8)
- r. Cobalt, Total 0
0 (7440-48-4)
- s. Iron, Total 0
0
<45 1
jg/IL (7439-89-6)
- t. Maagnesium, Total 0
El
<0.045 1
mg/L l(7439-95-4)
- u. Molybdenum, Total 0
0 3.79 1
Pg/L (7439-98-7)
- v. Manganese, Total 0
0 (7439-96-5)
- w. Tin, Total 0
[]
<0.004 1
mg/L (7440-31-5)
- x. Titanium, Total 0
El
<6.1 I
Ag/L (7440-32-6) 1_1_1
_1 VII-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
cili ID. Number:
FL0002208 Outfall No.
1-005 PART C - If you are a primary industry and this outfall: contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2a for all GC/MS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you 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. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 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 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 requirments.
I
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (2) Mass (1) Conc.
(2) Mass(
(2) s IM. Antimony, Total 0-El 4.96 ag/L (7440-36-0)"
2M. Arsenic, Total 0
<4.6 1Ag/L (7723-14-0) 3M. Beryllium, Total 0
[]
El 0.874 1
Pag/L (7440-41-7) 4M. Cadmium, Total 0
0-13 1.64 1
ag/L (7440-43-9) 5M. Chromium, Total 0
El El 1.64 1
lag/L (7440-47-3) 6M. Copper, Total 0
l
[3
<9.6 1
lAg/L (7440-50-8) 7M. Lead, Total 0
0l 11
<3.1 1
Ag/L (7439-92-1) 8M. Merciiiy, Total 0
El El
<0.0002 I
ag/L (7439-97-6) 9M. Nickel, Total 0]
E El
<5.2 1
Ag/L (7440-02-0)
° IOM. Selenium, Total 0
El El 6.27 1
lag/L (7782-49-2)
I IM. Silver, Total 0
El El 2.01 1
lg/L (7440-22-4) 12M. Thallium, Total 0
El El 1.3 1
AgI.
(7440-28-0) 13M. Zinc, Total
<5.3 1
AL (7440-66-6) 14M. Cyanide, Total 0
1 0 El 0.0017 1
mg/L (57-12-5) 15M. Phenols, Total 0
[]
El
<0.006 I
mg/L 2,3,7,8-Tetra-El El 0
chlorodibenzo-P-Dioxin (1764-01-6)
IV. Acrolein 0
El
[l
<3.45 I
ag/L (107-02-8) 2V. Acrylonitrile 0
[E l
<3.08 (107-13-1) 1
< 8 I
VII-3 DER Form 62-620.910(5)2CS, Effective November 29, 1994
9 lity ID. Number:
FL0002208 Outfall No.
1-005
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Conc. 1 (2) Mass (1) Conc.
(2) Mass (1) Conc.
(2)Mass 3V. Benzene 0
El El
<0.211 P ag/LML (71-43-2) 1 4V. Bis (Chloromethyl) Ether El El 0
(542-88-1) 5V. Bromoform El El El
<0.418 Ipg/L (75-25-2) 6V-Carbon Tetrachloride 0
El El
<0.213 IlAWL (56.23-5) 7V Chlorobenzene 0
El
<0.245 1
ag/L (108-90-7)
I,,,
8V, Chlorodi-M El El
<0.256 P lg/L bromomethane (124-8-1) 9V. Chloroethane ED E
E0
<0.34 t
lg/IL (74-00-3) 10V. 2-Chloro-ethylvinyl 0
El El
<0.612 P1 ag/L Ether (110-75-8)
I IV. Chloroform 0
El "l
<0.263 1
lg/L (67-86-3),
12V. Dichloro-0 El
[]
<0.191 1g/L bromomethane (75-24-4) 13V. Dichloro-0 El El
<0.414 1Ag/L diflaranetlne (75-71-8) 14V. 1,1-Diehloroethane 0
Ez El
<0.255 1
pg/L (75-34-3) 15V. 1,2-Dichloroethane 0
El El
<0.338 lg/L (107-06-2) 16V. 1,1-Dichloroethylene 0
El El
<0.269 Vtg/L (75-35-4) 17V. 1,2,-Diclm opne El El El
<0.326 1ag/L (78-87-5) 18V. 1,3-Dichlauplpylan 0
El El
<0.249 Pg/L (542-75-6) 19V. Ethylbenzene 0
El El
<0.196 1
g/L (100-41-4) 20V. Methyl Bromide 0
El
[
<0.61 I
Pg/L (74-83-9) 21V. Methyl Chloride 0
El El
<0.25.
I g/L (74-87-3) 22V. Methylene Chloride 0
El El
<0.639 1
Ag/L (74-98-2) 2ýW. 1,1,2,2-Tetra-0 El El
<0.233 1
Ag/WL chloroethane (79-34-5) 24V. Tetrachloroethylene 0
El El
<0.508 1
pg/I.
,(127-18-4) 1 P91L VII-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0 0
tity ID. Number:
Outfall No.
1-005 FL0002208
- 2. Mark 'X"
- 3. Effuent
- 4. Units
- 5. Intake (optional) 1 1. Pollutant and CAS
- a.
.b. be-
- c. be-
- a. Maxiniium Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1)Cono.
(2) Mass Mass (C) Con(2 M
(2) Mass (1) Cone.
(2)Mass 25V. Toluene (108-88-3)
- 0.
0l El
<0.247 26V. 1,2-Trans-0 0[
01
<0.399 1
pg/L Diczodhylnwe56-60-5) 27V. 1,1,2-Triddoxoelime 0
0 0
<0.288 1
PgIL (71-55-6) 28V. l,1,2-Tickloxoethae 0
0]
01
<0.232 I
pg/L (79-00-5) 29Y. Triehleroethylene 0
0]
0
<0.305 (I ag/L (79-01-6)."
30V. Triehloro-0 0
E]
<0.301 1
pg/L fluoromethane (75-694) 31V. Vinyl Chloride 0
0:
[ 0
<0.414 1
Pg/L-(75-014)
IA. 2-Chlorophenol 0
0
<026g/L (95-57-8) 2A. 2,4-Diehlorophenol.
0 0l 01
<0.43 pg/L (120-83-2) 3A. 2,4-Dimethylphenol 0
0 0
<0.4 1
pg/L.
(105-67-9) 4A. 4,6-Dinitro-O-Cresol 0
0 0
<0.35 1
pg/L (534-53-1) 5A. 2,4-Dinitrophenol 0
0 0
<1.4 1
pg/L (51-28-5) 6A. 2-Nitrophenol 0
0 0
<0.24 1
Pg/L (88-75-5) 7A. 4-Nitrophenol 0
01 0l
<0.79 I
Pg/IL (100-02-7) 8A P-Chloro-M-Cresol 0
01 0l
<0.22 1
pg/L (59-50-7) 9A Pentachlorophenol 0
0 01
<0.7 1
pg/L (87-86-5)
IOA Phenol 0
0 0
<0.4 1
pg/L (108-95-2) 11A 2,4,5-Trichloro-0 01 03
<0.38 Fg/IL phenol (88-06-2) 1B. Acenaphthene 0
[0
[0
<0.027 I 1g/L (63-32-9) 2B. Aeenaphtylene 0
0 0
<0.026 1
pg/L.
(208-96-8) 3B. Anthracene 0
0 0
<0.006 1
pg/L (120-12-7) 4B. Benzidine 0
0 0
<9.7 1
pg/L (92-87-5)
VII-5 DER Form 62-620.910(5)2CS, Effective November 29, 1994
(7
- ty ID. Number:
Outfall No.
1-005 FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
- (2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 5B. Benzo (a) Anthracene 0
13 0l
<0.011 1
g/IL (56-55-3) 6B. Benzo (a) Pyrene 0
El El
<0.013 1
Ag/L.
(50-32-8) 7B. 3,4-Bew-fltusrntheae
. 0 El El
<0.015 I "
g/L (205-99-2) 8B. Benzo (ghi) Perylene 0
1 El
<0.014 I
ag/L (191-24-2) 9B. Benzo (k)F hnihane(207-0 El El
<0.012 1
Pag/L 08-9) 10B. Bis (2-Ch/omdhey) 0 El 0
<0.32 I,
g/,.
Methane (111-91-1) 1 B. Bis (2-chloroethyI) 0 0l
'3
<0.46 1
ag/L Ether (111-44-4) 12B. Bis -2*Oapq9 0
E
<0.34 I
ngL Ether (102-60-1) 13B. Bis (2-Ethylhexyl) 0 El El
<0.2 1
pg/IL Phthalate (117-81-7) 14B. 4-Bromophenyl 0
]
El E
<0.27 Ip g/L Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate 0
El El
<0.36 1
Pg/L (84-68-7) 16B. 2-ChlrmoaphtlUlen 0
El El
<0.32 1
ag/L (91-58-7) 17B. 4-Chlorophenyl 0
El El
<0.45 AI g/L Phenyl Ether (7005-72-3) 18B. Chrysene 0
El El
<0.017 1
gg/L (218-01-9) 19B. Dibenzo (,h) 0]
El E
<0.006 I
Ag/L Anthracene (53-70-3) 20B. 1,2-Didlm n=
0 El El
<0.34 1
pg/L (95-50-1) 21B. 1,3-Dichlorobenzene 0
E El
<0.35 1
pg/L (541-73-1) 22B. 1,4-Dichlorobenzene 0
El El
<0.28 1
pg/L.
(106-46-7) 23B. 3,3'-D i
e 0
3 El El
<0.31.
1 pg/L
.(92-94-1) 24B. Diethyl Phthalate 0
El El
<0.33
- I g/-L (84-66-2) 25B. Dimethyl Phthalate 0
El El
<0.21 1
pg/iL (131-11-3) 26B. Di-N-Butyl Phthalate 0
El El
<0.28 I.
.1.
pg/L (84-74-2) 27B. 2,4-Dinitrotoluene 0
El El
<0.31 I
Ag/L (121-14-2) 28B. 2,6-Dinitrotoluene 0
El El
<0.31 1
g/L (606-20-2) 1-VII-6 DER Form 62-620.9!10(5)2CS, Effective November 29, 1994
ty ID. Number:
FL0002208 Outfall No.
1-005
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass (I) Cone.
(2) Mass 29B. Di-N-Octyl Phthalate
. 0 El El
<0.28 1
Pg/L.
(117-84-0) 30B. 1,2-Dipheyyffydrazi0e
- 0.
.0
<0.23 1
pg/IL (as-zbn) (122-66-7)
I 31B. Fluoranthene 0
3 E-E
<0.008 I
lag/L (206-44-0) 32B. Fluorene (86-73-7) 0 El El
<0.011 1
Pg/L 33B* Hexachlorobenzene 0 El El
<0.32 1
Vg/L (118-74-1) 34B. Hoeacalorbutadiene 0
El El
<0.45 1
pg/IL (87-68-3) 35B.1 ba *k 0f El
<0.7 1
Pg/L (77-474) 36B. Hexachloroethane 0
El El
<0.36 I
pg/L (67-72-1) 37B. Indeno (1,2,3-cd) 0 El El
<0.011 1
pg/I Pyrene (193-39-5) 38B. Isophorone 0 El El
<0.34 1
plg/L (78-59-1) 39B. Naphthalene 0
El El
<0.034 1
g/I (91-20-3) 40B. Nitrobenzene 0
El E
<0.31 1
pg/L (98-95-9) 41B N-
[]
El El "
<0.33 I
pg/I.
(62-75-9) 42B. N-Nitrosodi-N-El El 0
Propylamine (621-64-7) 43B. N-Nitro-0 El El
<0.001 1
pg/L sodiphenylamine (86-30-6) 44B Phenanthrene 0
El El
<0.014 I
pg/L (85-01-8) 45B. Pyrene (129-00-0) 0 El
.-[
<0.008 I
lig/L 46B. 1Z4-TfiilczhkrO 0
El El
<1.5 1
g/L (12082-1)
IP. Aldrin (309-00-2)
El El 0
2P. -BHC (319-84-6)
El El 0
3P -BHC (319-85-7)
El 0
4P. -BHC (58-89-9)
El El 0
5P. -BHC (319-86-8)
El El 0
VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994
ity ID. Number:
Outfatl No.
1-005 FL0002208
- 2. Mark "X"
- 3. Effisent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Coni;.
(2) Mass (1) Cone.
(2) Mass 6P. Chlordane (57-74-9)
El El 0
7P. 4,4'-DDT (50-29-3) 0
[]
0 8P. 4,4'-DDE (72-55-9) "
l 0
0 9P. 4,4'-DDD (72-54-8)
Q El 0
10P. Dieldrin (60-57-1) 0 El 0
S1IP.
-Endosulfan 11 El 0
(115-29-7) 12P. -Endosulfan El El
[
(115-29-7) 13P. Endosulfan Sulfate El 0
(1031-07-8) 14P. Endrin (72-20-8)
_E El 0
15P. Endrin Aldehyde El E
0 (7421-92-4) 16P. Heptachlor 13
[]
0D (76-44-8) 17P. Heptachlor Epoxide El El 0
(1024-57-3) 18P. PCB-1242
[]
El 0
(53469-21-9) 19P. PCB-1254 El El 0
(11097 1) 20P. PCB-1221 11 El
-0 (11104-28-2) 21P. PCB-1232 El El 0
(11141-16-5) 22P. PCB-1248 El El 0
(12672-29-6) 23P. PCB-1260 El El 0
(11096-82-5) 24P. PCB-1016 El El 0
(12674-11-2) 25P. Toxaphene El El 0
(8001-35-2)
V1I-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
1-008, EP-ISE/S PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. 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.
- 1.
- 2. Effluent 3.. Units
- 4. Intake (optional)
Pollutant
- a. Max. Daily Value
- b. Max. 30-day Value
- c. Annual AvN. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Av. Value
- b. No. of (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass Analyses (1) Cone.
(2) Mass Analyses a Catha'mmsas3s al 1.6 2.22 2
mg/L
=
D, Am
ýrd(O3BD)
- b. Chemical Oxygen 85.3 1
mg/L Demand (COD)
- c. Total Organic 9.19 1
- d. Total Suspended 4
1 mg/L Solids (TSS)
- e. Total Niogen (as N) 0.148 1
mg/L f Tctal Phosphorus (as P) 0.061 1
mg/L
- g. Ammonia (as N) 0.097 1
mg/L
- h. Flow - actual or Value 2.16 Value 1.92 Value 1.92 2
MGD Value projected
- i. Flow - design Value Value Value Value
- j. Specific Conductivity Value 2,990 Value Value 1
pS/cm Value
- k. Temperature (winter)
Value Value Value
°C Value
- 1. Tempieratuire (sumnmert Value 26 Value 26 Value 1
Vatue I.
Te p r tr e r
V a u
,l rn.. pH Min. 7.3 M.K 7.3 Min.
Max.
- 1 STANDARD U'NITS 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. 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved lieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (1) Cone...
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass
- a. Bromide 0
El 5.14 1
mg/L (24949-67-9)
- b. Chlorine, 0o E
<0.01 1
mg/L Total Residual
- c. Color 0
El 30 1
CU
- d. Fecal Coliform 0
El 90 1
CFU
- e. Fluoride 09 El 0.618 1
mg/L (16984-48-8) f Nitrate-Nitite 09 E
<0.074 1
mg/L (as N)
I I
I I
I I
VII-1 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Item VII-Ad.
Ocility ID. Number Outfall No.
1'-008, EP-ISE10 -
-FLOO02208
- 2. Mark "X"
- 3. Effiuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS a be-
- b. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No, of
- a. Conc.
b: Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(if available)
Analyses
'Analyses present absent (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass; (1) Cone.
(2) Mass
- g. Nitrogen, Total 0
0 0.051 1
mg/L Organic (as N)
- h. Oil and grease 0
El
<1.4 1
mg/I
.i. Phosphorus, Total 0
0 0.061 1
.Img/L (as P) (7723-14-0)
(1) Alpha, Total 0
El
<5.0 +/- 4.4 1
pci/L (2) Beta, Total 0
El 34.6 +/- 3.5 pci/L (3) Radium, Total El
[
(4) Radium 226, Total El 0
- k. Sulfate (as SO 4 )
0 El 144 mg/L (14808-79-8)
- 1. Sulfide (as S)
El
- m. Sulfite (as SOO)
El
[
(14265-45-3)
- n. Surfactants 0
0 0.136 mg/L
- o. Aluminum, Total El 0
(7429-90.5)
- p. Barium, Total 0
0 (7440-39-3)
- q. Boron, Total 0
0 0281 t
mg/L (7440-42-8)
- r. Cobalt, Total 0
0 (7440-48-4)
- s. Iron, Total 0
0
<0.045 1
pg/L (7439-89-6)
- t. Maagnesium, Total 0
50.6 1
mg/L (7439-95-4) 7_9
- u. Molybdenum, Total 0
El 0079 1
pg/I (7439-98-7)
- v. Manganese, Total 0
0 (7439-96-5)
- w. Tin, Total 0
0 (7440-31-5)
- x. Titanium, Total 0
<0.006 1
mg/L (7440-32-6)
VII-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
9 fity ID. Number:
FL0002208 Outfall No.
1-008, EPSE/S PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2a for all GC/MS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2a (secondary industries, non-process wastewater outfalls, and non-required CC/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. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 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 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.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- e. be-
- a. Maximum Daily Value
- b. Max. 30-daj, Value
.c. Long Term Avg.*Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent S
(1) Cone.
(2) Mass I()C 7(onc.L (2
Mass (lonej (2
ass on(.
(2) Mass IM. Antimony, Total 0
0 0
<4 I
-g/L (7440-36-0) 2M. Arsenic, Total 0
0]
01
<5 I
ag/L (7723-14-0) 3M. Beryllium, Total 0
0 0
<1 1
Pg/L (7440-41-7) 4M. Cadmium, Total 0
0l 0
<1 I
pg/L (744043-9) 5M. Chromium, Total 0
0 0
<I I
P g[,
(744047-3) 6M. Copper, Total 0
0 0
<10 1
g/L (7440-50-8) 7M. Lead, Total 0
0 0
<3 I
pg/L (7439-92-1)
0 0
<0.0002 1
Pg/L (7439-97-6) 9M. Nickel, Total 0]
0
<[5 1
pg/L (7440-02-0) 1OM. Selenium, Total 0
0 03
<5 1
pg/L (778249-2)
IIM. Silver, Total 0
0 0
<2 1
Pg/L (7440-224) 12M. Thallium, Total 0
0 0
<1 I
Pg/iL (7440-28-0) 13M. Zinc, Total 0
0 0
<5 I
Ag/L (7440-66-6) 14M. Cyanide, Total 0
0 0
1.8 1
ag/L (57-12-5) 15M. Phenols, Total 0
<6 AgL 2,3,7,8-Tetra-0 03 0
chlorodibenzo-P-Dioxin (1764-01-6)
IV. Acrolein
<2.47 1
AgL (I107-02-8) j 2V. Acrylonitrile 0
0 0
<0.955 I
Vg/L (107-13-1)
_LI VII-3 DER Form 62-620.910(5)2CS, Effective November 29 1994
- ity ID, Number:
1-008, EP-ISE/S9 FL0002208 Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-.
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
b, Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) tes-iag liewv6 lieved (if available)
(if available)
Analyses Analyses required present absent
-(1)
Conc (2) Mass (lCn (2
ss (1) Conc. J(1)
Con.
(2) Mass 3V. Benzene 0
El El
<0.173 1
pg/L (7143-2) 4V. Bis (Chloromethyl) Ether El El 0
(542-88-1) 5V. Bromoform 0
El
- l
<0.418 1
Vg/L (75-25-2) 6V. Carbon Tetrachloride 0
El El
<0.213 I
pg/L (56-23-5) 7V Chlorobenzene 0o E
El
<0.245 1
Ag/L (108-90-7) 8V. Chlorodi-0]
El
<0.256 1
pg/L bromomethane (124-8-1) 9V, Chloroethane 0
1 El E
<0.34 1
pg/L (74-00-3) 10V. 2-Chloro-ethylvinyl 0
El El
<0.612 1
pg/L Ether (110-75-8)
I IV. Chloroform 0
El 0l
<0.263 1
pg/IL (67-86-3) 12V. Dichloro-0 El El
<0.191 1
Ag/l.
bromomethane (75-24-4) 13V. Dichloro-.
0 3
E E"
<0.414 1
pg/L diflkmnbneb (75-71-8) 14V. I,1-Dichloroethane 0
El El
<0.255 1
Ag/L.
(75-34-3) 15V. 1,2-Dichloroethane 0
El ED
<0.338 I
pg/L (107-06-2) 16V. 1,1 -Dichloroethylene 0]
El
[
<0.269 1
pag/L (75-35-4) 17V. 1,2,-Dichloropropane
[0 C1
<0.326 1
pg/L (78-87-5) 18V. 1,3-Dichlomroppyle 0e El El
<0.249 1
pg/L (542-75-6) 19V. Ethylbenzene 0
[1 0l
<0. 196 1
lig/L (100-41-4) 20V. Methyl Bromide 0
El El
<0.61 1
pLg/L (74-83-9) 21V. Methyl Chloride.
0 El E
<0.25 1
pg/L (74-87-3) 22V. Methylene Chloride 0
El El
<1.0 1
pg/L (74-98-2) 23V. 1,1,2,2-Tetra-0 El E]
<0.715 1
Ag/IL chloroethane (79-34-5) 24V. Tetrachloroethylene 0
El El
<0.508 1
P.g/L
(_(127-18-4)
VII-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
tly ID. Number:
FL0002208 Outfall No.
1-008, EP SE/S
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- e. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- e. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No, (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1)
- e.
(2)Masa (1)Cone.
C-(2)Masa (1)Cone.
(2) Mass
-(l)
Conc.
(2) Mass 25V. Toluene.(108-88-3)
[]
0 0
<0.247 I
Vg/L 26V. 1,2-Trans-0 1 0
<0.399 1
lg/L Dichlaodhykye(I5&65) 27V. 1,1,2-Triduloroedane 0
0
<0.288 I
pg/L (71-55-6) 28V. l,l,2-Tridloihasz 0
0
<0.232 I
l.g/L (79-00-5) 29V. Trichloroethylene 0
0 0
<0.305 I 1g/L (79-01-6) 30V. Triehloro-0 0
0
<0.301 I
g/L fluoromethane (75-69-4) 31V. Vinyl Chloride 0
0 0
<0.414 I
Ag/L (75-01-4) lA. 2-Chlorophenol 0
0 0
<0.224 1
Ag/L (95-57-8)
El A g/
2A. 2,4-Dicchlorophenol 0
0 0
<0.432 (120-83-2) 3A. 2,4-Dimethylphenol 0
0
<0.396 I
Ag/L, (105-67-9) 4A. 4,6-Dinitro-O-Cresol 0
0J
[0
<0.353 1
Ag/IL (534-53-1) 5A. 2,4-Dinitrophenol 0
0 0
<1.4 1
Wg/L (51-28-5) 6A. 2-Nitrophenol 0
0
<0.242 1
pg/L (88-75-5) 7A. 4-Nitrophenol 0
0
<0.786 1
V g/L (100-02-7) 8A P-Chloro-M-Cresol 0
0
<0.221 1
P g/L (59-50-7) 9A Pentachlorophenol 0
0 0
<0.672
-I Pg/L (87-86-5) 1OA Phenol 0
0
<0.41 1
Vg/IL (108-95-2)
I 1A 2,4,5-Triehloro-0 0l 01
<038 1
Ag/L phenol (88-0672) lB. Acenaphthene 0
0 0
<0.27 I 1g/L (63-32-9) 2B. Acenaphtylene 0
0 0
<0.26 I
Ag/IL (208-96-8) 3B. Anthracene 0
0 0
<0.056 1
Ag/IL (120-12-7) 4B. Benzidine 0
0]
0]
<9.74 1PgfL (92-87-5)
DER Form 62-620.910(5)2CS, Effective November 29, 1994 VII-5
9 ility ID. Number:
FL0002208 Outfall No.
1-008, EP-ISE
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
b be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- e. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Conc (2) Mass (1) Cone.
(2) Mass 5B. Benzo (a) Anthraoene 0
0 0
0.18 1
Lg/VI (56-55-3) 6B. Benzo (a) Pyrene 0
03 0J
<0.13 1
Pg/L, (50-32-8) 7B. 3,4-Benm-flurarntl =
0 0
<0.15 1
lag/L (205-99-2) 8B. Benzo (ghi) Perylene 0
0 0
<0.14 1
lg/IL (191-24-2) 9B. Benzo (k) Flutnla (207-1 0
0 0.12 1
Ag/L 08-9) 10B. Bis (2-Chbmetw) 0 0
0
<0.32 1
Pg/L Methane (111-91-1)
I B. Bis (2-chloroethyl)
[ 0 0
<0.46
,1 lag/L Ether (111-44-4) t2B. Bis (2-LO~arqp 0
0 0
<0.34
- 1.
pg/I Ether (102-60-1) 13B. Bis (2-Ethylheryl) 0 0
0 0.35 1
Pg/l, Phthalate (117-81-7) 14B. 4-Bromophenyl 0
0 0
<0.27 1
ag/L Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate 0
- 0 0
<0.36 1
pg/LI (84-68-7) 16B. 2-Clim
[=
0 0
0 (91-58-7) 17B. 4-Chlorophenyl 0
0 0
<0.45 1
pg/L Phenyl Ether (7005-72-3) 18B. Chrysene 0
0 0
0.18 1
Pg/L (218-01-9) 19B. Dibenzo (a,h) 0 0
0
<0.06 1
pg/IL Anthracene (53-70-3) 20B. 1,2-Dilkdmba=
09 0
0
<0.34 1
vg/L.
(95-50-1) 21B. 1,3-Dichlorobenzene 09 01 0
<0.35 1
pAg/L (541-73-1) 22B. 1,4-Dichlorobemzene 0
0 01
<0.28 1
pg/LI (106-46-7) 23B. 3,Y-D3khvbmzW=
0 0
0
<0.31 1
Lg/IL (92-94-1) 24B. Diethyl Phthalate 0
0 0
<0.33 I
Ag/L (84-66-2) 25B. Dimethyl Phthalate 0
0 0
<0.31 1
Ag/IL (131-11-3) 26B. Di-N-Butyl Phthalate 0]
0 0
0.52 1,
pg/IL (84-74-2) 27B. 2,4-Dinitrotoluene 0D 0
0
<0.31 1
pg/L (12 1-14 -2 )
<0.3__
28B. 2,6-Dinitrotoluene 0
0 0
<0.31 1
g/3 (606-20-2)
VII-6 DER Form 62-620.910(5)2CS, Effective November 29, 1994
9 acility ID. Number:
Outfall No.
1-008, E
- SEO FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available).
Analyses Analyses required present absent (1) Cone.
- (2) Mass (I) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass 29B. Di-N-Octyl Phthalate 0
rl 0
<0.28 1
Ag/L (117-84-0) 1 1
1 30B. l,2.Diltlmylhydrazin
] 0 0
<0.234 I
lg/L (azobn )(122-66-7) 31B. Fluoranthene 0
El 03
<0.08 I
pg/I.
(206-44-0) 32B. Fluorene (86-73-7) 0 13 0
<0.112 1
lg/L 33B. Hexachlorobenzene 0
01 01
<0.32 1
pg/I.
(118-74-1) 34B. Hexadhloobutadiene 0
0 0]
<0.45 1
Pg/L (87-68-3) 35B. Hn d1N~ke 0
0 03
<0.74 1
ltg/L (7-47-4) 36B. Hexachloroethane 0
0J
[]
<0.36 1
Ag/L (67-72-1) 37B. Indeno (1,2,3-cd) 0 11 El
<0.26 I
pg/L Pyrene (193-39-5) 38B. Isophorone 0
0 0
<0.34 1
Ag/WL (78-59-1) 39B. Naphthalene 0
0l 0
<0.34 1
lpg/L (91-20-3) 40B. Nitrobenzene 0
E.
<0.31 1
pg/L (98-95-9) 41 B N-Mi n
0 0
[
1 lAg/L (62-75-9) 42B. N-Nitrosodi-N-0 El 0
<0.1 1
pg/L Propylamine (621-64-7) 43B. N-Nitro-D El 0
sodiphenylamine (86-30-6) 44B Phenanthrene 0
0l 0
<0.29 1
Pg/L (85-01-8)
I I
45B. Pyrene (129-00-0) 0
[]
0
<0.47 1g/L 46B. 12,4-TiWomtkrren 0
El 0
<0.23 Ig/L (120-2-1)
IP. Aldrin (309-00-2) 01 E
N 2P. -BHC (319-84-6) 0l 0
0 3P -BHC (319-85-7)
El 0
0 4P. -BHC (58-89-9) 10 El 0
5P. -BHC (319-86-8) 19 El 0
VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994
- ity ID. Number:
Outfall No.
1-008, EP-ISE, FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No.,of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (I) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass 6P. Chlordane (57-74-9) 0 0
0 7P. 4,4'-DDT (50-29-3) 3 0
0 8P. 4,4'-DDE (72-55-9) 0
[
0 9P. 4,4'-DDD (72-54-8) 0 0
0 lOP. Dieldrin (60-57-1) 10 0
0 IIP. -Endosulfan 0
0
-0.0 (115-29-7) 12P. -Endosulfan 0
0 0
( I 15,29-7) 13P. Endosulfan Sulfate 0
0 0
(1031-07-8) 14P. Endrin (72-20-8) 03 0l 0
15P. Endrin Aldehyde 0
0 0
(7421-92-4) 16P. Heptachlor 0
0 0
(76-44-8) 17P. Heptachlor Epoxide 0
0 0
(1024-57-3)
I8P. PCB-1242 0
0 0
(53469-21-9) 19P. PCB-1254 0
0 0
(11097-69-1) 20P. PCB-1221 0
0 0
(11104-28-2) 21P. PCB-1232 0
0 0
(11141-16-5) 22P. PCB-1248
-0 0
(12672-29-6) 23P. PCB-1260
[
[
0 (11096-82-5) 24P. PCB-1016
[
0 0
(12674-11-2) 25P. Toxaphene 0
0 0
(8001-35-2)
VII-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
FDEP FORM 2CG WASTEWATER APPLICATION FOR PERMIT TO DISCHARGE PROCESS WASTEWATER
.FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES TO GROUND WATER
p~
1 A-
-~
-A-a-a
~
WASTEWATER APPLICATION FORM 2CG PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES TO GROUND WATER 2CG-1 DEP Form 62-620.910(4)
(Effective November 29, 1994)
SFORM 2CG WASTEWATER APPLICATION FOR PERMIT TO DISCHARGE PROCESS WASTEWATER FROM NEW OR EXISTING INDUSTRIAL WASTEWATER FACILITIES TO GROUND WATER Facility I.D. Number:
FL0002208 Please print or type information in the appropriate areas.
I DISCHARGE LOCATION For each location, list the X,Y coordinates and, where applicable, the name of the land application site.
(latltude/Ion ttude tome nearest 15 seconds).
A. Discharge B. Latitude C. Longitude D. Name of Location No. (list)
- Deg.
Min.
Sec.
Deg',
Min.
Sec.
Land Application EP-1W 27 20 44 80 14 49 Evaporation/Percolation Basin - West EP-1E 27 20 44 80 14 41 Evaporation/Percolation Basin - East EP-IS 27 20 34 80 14 34 Evaporation/PercolationBasin - South E EP-1SE
,27 20 36 80 14 28 Evaporation/Percolation Basin - Southeast II LAND APPLICATION DESIGN A.
B.
C.
D.
E.
F.
Discharge No.
Design Configuration and Construction Materials Cover Application Land Application Ground Crop Rate Area Water EP-IW Unlined Basin, compacted sloped berms N/A See III A 75,000 sq. ft.
G-II EP-1E Unlined Basin, compacted sloped berms N/A See III A 77,000 sq. ft.
G-II EP-1S iUnlined Basin, compacted sloped berms N/A See III A 105,000 sq. ft.
G-II EP-1 SE Unlined Basin, compacted sloped berms N/A See III A 160,000 sq. ft.
G-II 2CG-14 Form 62-620.910(4)
(Effective November 29, 1994)
Facility I.D. Number:
FL0002208 III FLOWS, SOURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES A.
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 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 amount of any sources of water and any collection or treatment measures.
B. For each discharge location, provide a description of:
- 1. All operations contributing wastewater to the effluent; including process wastewater, sanitary wastewater, cooling water, and storm water runoff; Refer to Figures 1, 2, and 3 and Attachment B
- 2. The average flow contributed by each operation; and Refer to Attachment B
- 3. The treatment received by the wastewater.
Use the space below. Continue on additional sheets, if necessary.
(1) Discharge (2) Operation(s) Contributing Flow (3) Treatment Location No.
(a) Operation (list)
(b) Avg. Flow &
(a) Description (b) List Code from
-_ _Units Table 2CG-l EP-IW Equip/Nonequip Stormwater Sedimentation (Settling) 1-U Plant Secondary Drains Make up Evaporation/Percolation 1-F 1-Y Water Treatment Wastewater EP-1E Equip/Nonequip Stormwater Sedimentation (Settling) 1-U Evaporation/Percolation 1-F 1-Y EP-1 S Equip/Nonequip Stormwater Sedimentation (Settling) 1-U Evaporation/Percolation 1-F 1-Y EP-ISE Equip/Nonequip Stormwater Sedimentation (Settling) 1-U Evaporation/Percolation 1-F 1-Y 4
0 2CG-15 Form 62-620.910(4)
(Effective November 29, 1994)
Facility I.D. Number:
FL0002208
.ontd C. Except for storm runoff, leaks, or spills, are any of the discharges described in Items I-A or B intermittant or seasonal?
E] Yes (complete the following table) '
No (go to D. below)
(1)
(2)
(3) Frequency (4) Flow Outfall Operations(s) Contributing (a)
(b)
(
(c)
- (List)
Flow (List)
Days per Week Months per a) Flow Rate (in mgd)
(b) Total Volume Duration (specify avg.)
Yr.
(specify with units)
(indays)
(specify avg.)
Long Max.
Long Max. Daily Term Avg Daily Term Avg.
- 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.
Refer to Attachment B E. List the method(s) and location(s) of flow measurement.
QMPROVEMRefer to Attachment B PROVEMENTS
\\
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 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.
LlYes (complete the following table)
[
No (go to Item VI-B)
- 1. Identification of
- 2. Affected Discharge Locations
- 3. Brief Description of
- 4. Final Compliance Date Condition, Agreement, Etc.
- a. No.
- b. Source of Discharge Project
- a. Required
- b. Projected 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.
S ElMark "X" if description of additional control programs is attached.
- 2CG-16 Form 62-620.910(4)
(Effective November 29, 1994)
Facility I.D. Number:
FL0002208
.TAKE AND EFFLUENT CHARACTERISTICS A, B, & C: See instructions before proceeding--Complete one set of tables for each discharge location -- Annotate the location number in the space provided. NOTE: Tables V-A, V-B, and V-C are included on separate sheets number V-I through V-10.
D. Use 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 Dimethylamine Equipment Drain
.1.
4-L ________________________
L VI 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 use or manufacture as an intermediate or final product or by-product?
FI YES (list all such pollutants below)
Z NO (go to VII) 40 VII CONTRACT ANALYSIS INFORMATION Were any of the analyses reported in Item V 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)
'l NO (go to Section VIII)
A. Name B. Address C. Telephone D. Pollutants Analyzed (list)
(area code & no.)
FPL Central Lab #E56078 6001 A Village Blvd.
561-640-2010 Flouride, oil and grease, sulfate, TSS West Palm Beach, FL Harbor Branch Lab,#E93080 5600 US Hwy 1, Ft. Pierce, FL 772-465-2400 Fecal Coliform Xenco Laboratories #E86240 3231 NW 7th Ave Boca Raton 561-447-7373 Bromide, metals, VOCs, SVOCs Summit Environmental Labs.
3310 Win Street 330-253-8211 Radiochemistry
- E87688 Cuyahoga Falls, OH 44223 2CG-17 Form 62-620.910(4)
(Effective November 29, 1994)
Facility I.D. Number:
FL0002208 CONNECTION TO REGIONAL POTW A. 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.
The majority of the St. Lucie Power Plant is connected to the South Hutchinson Island Wastewater Treatment facility, although there still exists a small number of septic tanks.
IX-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 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.
Signature Name (please type)
Company Name Address (Affix Seal)
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 informnation 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 (type or print)
Signature Date Signed Title Telephone No. (area code & No.)
2CG-18 Form 62-620.910(4)
(Effective November 29, 1994)
Facility I.D. Number:
FL0002208 W-B CERTIFICATIONS FOR PERMIT RENEWALS This is to certify the engineering features of this pollution control project have been examined 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 prop rly maintained and operated, will discharge an effluent that complies with all applicable statutes of the State
-of F'o.id and the t of lie Department.
Golder Associates Inc.
Signature Company Name Jose T. Dertien. P.E."
Address 6026 NW 1st Place
/~
,Name (please type)
Gainesville, FL 32607
- (Affix Seal)
Florida Registration No.:
35500 Telephone No::
(352) 336-5600 Date
/7/3
/:
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 ing false informaon, in uding the possibility of fine and imprisonment for knowing violations.
j/
Richard L. Anderson "t2 A"/.t-4 Name (type or print)
Vice President, St. Lucie Power Plant Title 772-467-7100
- Telephone No. (area code & No.)
2CG-19 Form 62-620.910(4)
(Effective November 29, 1994)
Facility ID. Number:
FL0002208 Ouffall No.
EP-IW PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. 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.
- 1.
- 2. Effluent 3.. Units
- 4. Intake (optional)
Pollutant
- a. Max. Dailv Value
- b. Max. 30-dav Value
- c. Annual Avg. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Avg. Value
- b. No. of (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass Analyses (1) Conc.
(2) Mass Analyses a Cornus dmial 4.25 1
mg/L
- b. Chemical Oxygen 73.7 1
mg/L Demand (COD)
- c. Total Organic 6.44 1
- d. Total Suspended 13 1
mg/L Solids (TSS) e.TotaN-tmgme(asN) 1.51 1
mg/L f Total Phwp*ms (as P) 0.0793 1
mg/L
- g. Ammonia (as N)
<0.02 1
rngf/L
- h. Flow - actual or Value Value Value Value projected
- i. Flow - design Value Value Value Value
.Specific Cductivity Value 4,625 Value Value 1
PS/cm Value
- k. Temperature (winter)
Value Value Value 0C Value
- 1. Temperature (summer)
Value26 Value 26 Value I
Value i.-PH mi.89 M1.91M.
a STANDARD UNITS 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. 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved lieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (I) Conc...
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass
- a. Bromide 0D El 4.53 1
mg/L (24949-67-9)
- b. Chlorine, 0
El
<0.01 1
mg/L Total Residual
- c. Color 0
El 40 1
CU
- d. Fecal Coliform 0
El
<100 1
CFU
- e. Fluoride 0
El 0.44 1
mg/L (16984-48-8) f Nitrate-Nitrite 0
El 0.43 1
mg/L (as N)
I I
I I
VII-1 DER Form 62-620.910(5)2CS, Effective November 29, 1994
- Item VII-Oontd.
e Vactiity ID. Number FL0002208 WWI No.
- 2. Mark "X"
- 3. Effuent
- 4. Units 5.:Intake (optional)
- 1. Pollutant and CAS a.be-
- b. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- e. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(if available)
Analyses Analyses present absent (1) Cone.
(2) Mass (I) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass
- g. Nitrogen, Total 0
0 1.08 mg/L Organic (as N)
- h. Oil and grease 0
0
<1.4 I
mg/L
- i. Phosphorus, Total 0
0 0.0793 1
mg/L, (as P) (7723-14-0)
(1) Alpha, Total 0
0
<2.28 1
pci/L (2) Beta, Total 0 D 28.1 1
pci/L (3) Radium, Total 0
0 (4) Radium 226, Total 0
0
- k. Sulfate (as SO 4 )
0 0
170 1
mg/L (14808-79-8)
I. Sulfide (as S)
El 0
m.Sulfite(asSO])
0 0
(14265-45-3)
- n. Surfactants 0 0
<0.043 mg/L
- o. Aluminum, Total 0
0 (7429-90-5)
- p. Barium, Total 0
0 (7440-39-3)
- q. Boron, Total 0
0 0.317 mg/L (7440-42-8)
- r. Cobalt, Total 0
0 (7440-484)
- s. Iron, Total 0
El 65 1
(7439-89-6)
- t. Maagnesium, Total 0 El 67.2 1
mg/L (7439-954)
- u. Molybdenum, Total 0
0 71.6 g1 lg/L (7439-98-7)
- v. Manganese, Total El 0
(7439-96-5)
- w. Tin, Total 0
<0.004 1
mg/L (7440-31-5)
- x. Titanium, Total 0
El
<6.1 1
Pg/L (7440-32-6)
VII-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0
- lity ID. Number:
FL0002208 Outfall No.
EP-1W PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2a for all GC/MS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark ýolumn 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. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 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 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.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (l)Conc.
[(2) Mass (1) Conc.
F(2)Mas (1) Conc.
(2) Mass IM. Antimony, Total 0
fl 0l
<3.8 1
Pg/L (7440-36-0) 2M. Arsenic, Total 0D El 0
<4.6 I
pg/L (7723-14-0) 3M. Beryllium, Total 0
El 11
<0.67 1
Ag/L (7440-41-7) 4M. Cadmium, Total 0
0l 0l
<0.57 1
Pg/L (7440-43-9) 5M. Chromium, Total 0
El]
0
<1.1 1
Pg/IL (7440-47-3) 6M. Copper, Total 0
El.
<9.6 1
ptg/L (7440-50-8) 7M. Lead, Total 0
1 0 []
<3.1 1
"Pg/L (7439-92-1) 8M. Mercury, Total 0
3
[]
[
0.0027 1
pg/L (7439-97-6) 9M. Nickel, Total 0 El El
<5.2 1
P g/L (7440-02-0) 10M. Selenium, Total 0
El El
<5.4 1
ptg/L (7782-49-2)
I 1IM. Silver, Total 0
0l El 1.76 1
pg/L (7440-22-4) 12M. Thallium, Total 0
0l 11
<0.269 1
p&g/L (7440-28-0) 13M. Zinc, Total 0
El El 50.9 1
pg/L (7440-66-6) 14M. Cyanide, Total 0
El El
<0.0013 I
ing/L (57-12-5) 15M. Phenols, Total 0
El El
<0.006 1
mg/I 2,3,7,8-Tetra-El El 0
chlorodibenzo-P-Dioxin (1764-01-6)
IV. Acrolein 0
El El
<3.45 I
g/l (107-028) i 2V. Acrylonitrile 0
3 El
<3.08 1
pg/I (107-13-I)
VII-3 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0 lity ID. Number:
FL0002208 Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-C. be-
- a. Maximum Daily Value
- b. Max. 30-day Valut
- e. Long Term Avg. Value
- d. No. of
- a. Cout.
- b. Mass
- a. Lo*g Twri Mvg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) M
)
J (2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass 3V. Benzene 0
El El
<0.211 1
ag/L (71-43-2) 4V. Bis (Chloromethyl) Ether 0l El 0
(542-88-1) 5V, Bromoform 0
El El
<0.418 1
lag/L (75-25-2) 6V. Carbon Tetrachloride 0
3
[]
E
<0.213 1
lig/L (56-23-5) 7V Chlorobenzene 0
Q
[]
<0.245 1
pg/L (108-90-7) 8V. Chlorodi-0 Q
El
<0.256 1
lag/L bromomethane (124-8-1) 9V. Chloroethane 0
[]
El
<0.34 1
lag/L (74-00-3)
IOV. 2-Chloro-ethylvinyl 0
El El
<0.612 1
lag/L Ether (110-75-8)
IIV. Chloroform 0
El El
<0..263 1
Ag/l (67-86-3) 12V. Dichloro-01 El E
<0.191 1
Ag/l bromomethane (75-24-4) 13V. Dichloro-0 El El
<0.414 1
Rg/L difltusthme (75-71-8) 14V. 1,1-Dichloroethane 0
El
-0
<0.255 1
Vg/L (75-34-3) 15V. 1,2-Dichloroethane 0
El El
<0.238 1
lAg/L (107-06-2) 16V. 1,I-Dichloroethylene 0
El El
<0.269 1
lig/L (75-35-4) 1 17V. 1,2,-Dichlceqmpane 0
0l
[E
<0.326 1
VIg/L (78-87-5) 18V. 1,3-Didskaxpropylne 0
El El
<0.359 1
P g/L (542-75-6) 19V. Ethylbenzene 0
El El
<0.196 1
Ag/L (100-41-4) 20V. Methyl Bromide
[j El
<0.61 1
.Ig/L (74-83-9) 21V. Methyl Chloride 0
El El
<0.25 1
tLg/L (74-87-3) 22V. Methylene Chloride 0
El El
<0.639 I
lig/L (74-98-2) 23V. 1,1,2,2-Tetra-0 El El
<0.233 I
Ag/IL chloroethane (79-34-5) 24V. Tetrachloroethylene E3 El E
<0.508 1
Psg/L (127-18-4)
VII-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facity ID. Number:
Outfall No.
EP-1W FL0002208 S2Mark 'X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass.
(1) Conc.
(2) Mass (1) Conc.
(2) Mass (1).Conc.
(2) Mass 25V. Toluene (108-88-3) 0 1l El
<0.247 I
lag/l 26V. 1,2-Trans-1
[]
[]
<0.399 1
Pg/L DiehloivethyIlen(156.60-5) 27V. 1,I,2-Trichlomed 0
E
<0.232 l
lg/L (71-55-6) 28V. I,1,2-Triibmne 0
El E
<0.288 1
lag/L (7900-5) 29V. Trichlbroethylene 0 []
El
<0.305 I
lg/L (79-01-6) 30V. Trichloro-0 1
El
<0.301 1
Ag/L fluoromethane (75-69-4) 31V. Vinyl Chloride 0
El El
<0.414 1
lag/L (75-01-4)
IA. 2-Chlorophenol 0
- 2.
I
<2.6gL (95-57-8) 2A. 2,4-Dichlorophenol 0
El
[]
<0.43 I
g/L (120-83-2) 3A. 2,4-Dimethylphenol 0 []
El
<0.4 1
lgL-(105-67-9) 1,
I 4A. 4,6-Dinitro-O-Cresol 0
1 0l E
<0.35 1
(534-53-1) 5A. 2,4-Dinitrophenol 0
El El
<1.4 1
Ag/L (51-28-5) 6A. 2-Nitrophenol 0
[E
<0.24 1
Pg/L (88-75-5) 7A. 4-Nitrophenol 0
El El
<0.79 I
Pg/L (100-02-7) 1ig
/L 8A P-Chloro-M-Cresol 0
El El
<0.22 1
(59-50-7) 9A Pentachlorophenol 1
El El
<0.7 1
Pg/L (87-86-5) 1OAPhenol 0
El El
<0.4 1
P g/L (108-95-2) 13 1:1 tt___
11A 2,4,5-Trichloro-0 El El
<0.38 1
phenol (88-06-2)
IB. Acenaphthene 0
El El
<0.027 I
L (63-32-9) 2B. Acenaphtylene
[
E1 El
<0.026 I
Ag/L (208-96-8) 3B. Anthracene 0
El El
<0.006 1
7g7 L
(120-12-7) 4B. Benzidine 0
El El
<9.7 1
lig/L (92-87-5)
VII-5 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 5B. Benzo (a) Anthracene 0
0
- 0.
<0.011 I
lg/L (56-55-3) j_
I 6B. Benzo (a) Pyrene 0
0 0
<0.013 1
pg/L (50-32-8) 7B. 3,4-Bea>.fltumlhau 0
0 0:1
<0.015 1
'Ag/L (205-99-2) 8B. Benzo (ghi) Perylene 0
0 01
<0.014 1
pg/L (191-24-2) 9B. Benzo (k) thoantlw
.7-0 0
0
<0.012 1
Ag/L 08-9) 10B. Bis (2-Chbomety/ry) 0 0
0
<0.32 1
lg/IL Methane (111 1)
I IB. Bis (2-chloroethyl) 0 0
0
<0.46 1
ag/L Ether (111-44-4) 12B. Bis (24'aq
~
0q 0
<0.34 1
ag/L Ether (102 1) 13B. Bis (2-Ethylhexyl) 0 0
0 0.75 1
pAg/L Phthalate (117-81-7) 14B. 4-Bromophenyl "
0 0
<0.27 I
pg/IL Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate 0
0 0
<0.36 1
ag/L (84-68-7) 16B. 2-aQaaptlene 0
0 0
<0.32 1
pg/I.
(91-58-7) 17B. 4-Chlorophenyl 0
03 0
<0.45 1
pg/L Phenyl Ether (7005-72-3) 18B. Chrysene 0
0 01
<0.017 1
Ag/L (218-01-9) 19B. Dibenzo (ah) 0 0
0
<0.006 1
pg/IL Anthracene (53-70-3) 20B. 1,2-DidhI*)7a.
0 0
<0.34 1
P g/L (95-50-1) 21B. 1,3-Dichlorobenzene 0
03 01
<0.35 1
pg/IL (541-73-1) 22B. 1,4-Diehlorobmbze 0
0 0
<0.28
.1 g/L (106-46-7) 23B. 3,3-D*
0 0
0
<0.31 1
Pg/L (92-94-1) 24B. Diethyl Phthalate 0
0 0
<0.33 1
Pg/L (84-66-2) 25B. Dimethyl Phthalate 0
0 01
<0.21 1
Ag/L (131-I1-3) 26B. Di-N-Butyl Phthalate 0
0]
0
<0.28 1
Ag/lI (84-74-2) 27B. 2,4-Dinitrotoluene 0
01 0
<0.31 1
pLg/L
,(121-14-2) 28B. 2,6-Dinitrotoluene 0
0 0
<0.31 I
Ag/L (606-20-2)
I VII-6 DER Form 62-620.910(5)2Cs, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- e. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No! of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass 29B. Di;N-Octyl Phthalate 0
0"
<0.28 1
ag/L (117-84-0) 1.
I I
30B.,2-Dipeny1hydrazine 0
13 0
<0,23 1
Ag/L (as
- zob ) (122-66-7) 3lB. Fluoranthene 0
3 0l E
<0.008 1
Pg/IL (206-44-0) 32B. Fluorene (86-73-7) 1-1 13
<0.011 1
Pg/I 33B. Hexachlorobenzene 0
0 E
<0.32 1
pLg/l (118-74-1) 34B.HeLilatoutadiene 0
0l El
<0.45 1
pg/L (87-68-3) 35B. Hoa xs4dash
[0 0
<0.7 1
Pg/I, 07-47-4) 36B. Hexachloroethane C]
E El
<0.36 P
pg/L (67-72-1) 37B Indenio (,2,3-cd) 0 El
[]
<0.011 1
pg/IL Pyrene (193-39-5) 38B. Isophorone 0
El 0
<0.34 1
pg/L, (78-59-1) 39B. Naphthalene 0
El El
<0.034 I
pg/L (91-20-3) 40B. Nitrobenzene 0
El El
<0.31 "-I g/I, (98-95-9).
41B N0-Nrftsodirlrnine
_0 E
<0.33 1
pg/I.
(62-75-9) 42B. N-Nitrosodi-N-El 11 0
Propylamine (621-64-7) 43B. N-Nitro-0 E l
<0.001 I
pg/IL sodiphenylamine (86-30.6) 44B Phenanthrene 0
0
[
[
<0.014 I
pg/L (85-01-8) 45B. Pyrene (129-00-0) 0 0l C]
<0.008 I
Pg/L 46B. 1Z4-Tnilabmzie 0
E El
<1.5 I
Pg/l (120-82-1)1 IP. Aldrin (309-00-2)
El El 0
2P. -BHC (319-84-6) 0l El 0
3P -BHC (319-85-7)
El 1l 0
4P. -BHC (58-89-9) 0l 0]
0 5P. -BHC (319-86-8) 0l El 0
VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994
a 1Facility ID. Number
- FL0002208 EP-IW Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass 6P. Chlordane (57-74-9) 0 0
0 7P. 4,4'-DDT (50-29-3) 0 0
0 8P. 4,4'-DDE (72-55-9) 0 0
0 9P. 4,4'-DDD (72-54-8) 0 0
0 lOP. Dieldrin (60-57-1) 0 0
0 1IP. -Endosulfan 0
0l 0.
(115-29-7) 12P. -Endosulfan 0
0 0
(115-29-7) 13P. Endosulfan Sulfate 0
0 0
(1031-07-8) 14P. Endrin (72-20-8) 0 0
0 15P. Endrin Aldehyde 0
]
0 (742192-4) 16P. Heptachlor 0
0 0
(7644-8) 17P. Heptachlor Epoxide C1 Q1 0
(1024-57-3)
IgP. PCB-1242 Q
Q 0
(53469-21-9) 19P. PCB-1254 0
0 0
(11097-69-1) 20P. PCB-1221 0
03 0D (11104-28-2) 21P. PCB-1232 0
0 0
(11141-16-5) 22P. PCB-1248 0]
0 (12672.29-6) 23P. PCB-1260 0
0 0
(11096-82-5) 24P. PCB-1016 0
0 0
(12674-11-2) 25P. Toxaphene 0
0 0
(8001-35-2) 1 VII-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
EP-1E PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. 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.
- 1.
_____2.
Effluent
""_3..
Units
- 4. Intake (optional)
Pollutant
- a. Max. Daily Value
- b. Max. 30-day Value
- c. Annual Avg. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Avg. Value
- b. No. of (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass Analvses (1) Conc.
(2) Mass Analyses aCa meandosB ial 6.59 1
mg/L
- b. Chemical Oxygen 34.6 1
mg/L Demand (COD)
- c. Total Organic 3.37 1
- d. Total Suspended 27 1
mg/L Solids (TSS)
- e. Tcal Niro (as N) 1.64 1
mg/L fTotal T
Ph (as P)
- g. Ammonia (as N)
<0.02 1
malL
- h. Flow - actual or Value Value Value Value projected
- i. Flow - design Value Value Value Value
- j. SpecificConductivity Value 1420 Value Value I
PS/cm Value
- k. Temperature (winter)
Value Value Value
°C Value
- 1. Temperature (summer) I Value 26 Value 26 Value I
Value m.. pH Mi.. 9.9 J9.9 Min.
Max-I STANDARD UNITS 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved lieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (1) Cone...
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass
- a. Bromide 0
0J 1.47 1
mg/L (24949-67-9)
- b. Chlorine, 0
01
<0.01 1
mg/L Total Residual
- c. Color 0
0 30 1
CU
- d. Fecal Coliform 0
0 200 1
CFU
- e. Fluoride 0
0
<0.1 1
mg/L (16984-48-8) f Nitrate-Nitrite 0
01
<0.009 1
mg/L (as N)
VII-1 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Item VII-*td
- ility ID. Number FL0002208 Outfall No.
EP-1 E
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS a.be-
- b. be.
a..Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass a: Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(if available)
Analyses Analyses present absent (1) Conc..
(2) Mass (1) Conc.
(2) Mass-(1) Conc.
(2) Mass (1) Conc.
(2) Mass
- g. Nitrogen, Total 0
El 1.64 mg/L Organic (as N)
- h. Oil and grease 0
0
<1.4 mg/L
- i. Phosphorus, Total
.0 0
(as P) (7723-14-0)
(1) Alpha, Total 0
0
<2.28 1
pci/L (2) Beta, Total 0
11.7 pci[L (3) Radium, Total 0
0 (4) Radium 226, Total El 0
- k. Sulfate (as SO4 )
0 0
59 1
mgfL (14808-79-8)
I. Sulfide (as S)
El 0
- m. Sulfite (as SOs)
El 0
(14265-45-3) n, Surfactants
- 0. _
l 0.06 1
mg/L
- a. Aluminum, Total El 0
(7429-90-5)
- p. Barium, Total 0
0 (7440-39-3)
- q. Boron, Total 0
El 0.279 1
mg/L
- (744042-8)
- r. Cobalt, Total El 0
(7440-484)
- s. Iron, Total 221 1g/L (7439-89-6)
- t. Maagneasium, Total 0
El 26.2 1
mgfL (7439-95-4)
- u. Molybdenum, Total 0
El 158 1
Ag/L (7439-98-7)
- v. Manganese, Total El
[
(7439-96-5)
- w. Tin, Total 0
El
<0.004 1
mg/L (7440-31-5)
- x. Titanium, Total 0
El
<6.1 1
pg/L (7440-32-6)
VII-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
ty ID-Number:
FL0002208-Outfall No.
EP-1E PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the tC/MS fractions you must test for. Mark "X" in column 2a for all GC/MS fractions that apply toyour industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2a (secondary inidustries, non-process viastevater outfalls, and non-requited 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. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that pollutnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column2b, you must either submit at ledst one analysis or briefly describe the reasons the pollutant is expected 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.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1)
MCone.
12 Mass (1) Cone.
] (2) Mass IM. Antimony, Total
.4.33 1
Ag/L (7440-36-0) 2M. Arsenic, Total 0
0 EI
<4.6 1
pg/L (7723-14-0) 3M. Beryllium, Total 0
0l El
<0.67 1
pg/L (7440-41-7) 4M. Cadmium, Total 0
0 El
<0.57 1
pg/L (744043-9)
I 5M. Chromium, Total 0
0 0
<1.1 I
tg/L (744047-3) 6M. Copper, Total 0
El El
<9.6 1
tg/L (7440-50-8) 7M. Lead, Total 0
0 0
<3.1 g/L (7439-92-1) 8M. Mercury, Total 0
0 El 0.0035 1
Pg/L (7439-97-6) 9M. Nickel, Total 0
El 0
<5.2 I
pg/L (7440-02-0) 10M. Selenium, Total 0
01 E3 5.62 1
pg/L (778249-2)
IIM. Silver, Total 10 El 0]
<1.6 1
Pg/L (7440-224) 12M. Thallium, Total 0
01 03
<0.269 I
pg/L (7440-2"8-0) 13M. Zinc, Total 0
0 0
24.9 1
Ag/L (7440-66-6) 14M. Cyanide, Total 0
0 0
<00013 1
mg/L (57-12-5)
.15M. Phenols, Total 0
0 E
5<0.006 1
mg/l
- 2,3,7,8-Tetra-0
[]
0 chlorodibenzo-P-Dioxin (1764-01-6)
IV. Aerolein 0
El
.<3.45 (107-02-8) 2V. Acrylonitrile 0
El El
<3.08 I.g/L (107-13-1)
VII-3 DER Form 62-620.910(5)2CS, Effective November 29, 1994
aiit y ID. Number:
Outfall No.
EP-1E FLOO02208
- 2. Mark "X"
- 3. Effuent
- 4. Units S. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No.*(if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Cone.
J (2) Mass (1) Conc.
(Mass (1) Conc.
(2) Mass 3V. Benzene N
0.
0
<0.211 ag/L (71-43-2) 4V. Bis (Chloromethyl) Ether 0
0 0
(542-88-1) 5V. Bromoform 0
0 0
<0.418 1
Pg/
(75-25-2) 6V. Carbon Tetrachloride 0
0 0
<0.213 1
P8g/1 (56-23-5) -
7V Chlorobenzene 0
0 01
<0.245 I
Pg/IL (108-90-7) 8V. Chlorodi-0 0
C
<0.256 1
tpg/L bromomethane (124-8-1) 9V. Chloroethane 0
0 0l
<0.34 1
pg/IL (74-00-3) 1OV. 2-Chloro-ethylvinyl 0
0
[0
<0.612 1
ptg/L Ether (110-75-8)
IIV. Chloroform 0
0 0
<0..263 1
pg/L (67-86-3) 12V. Dichloro-0 0
0
<0.191 1
pg/I.
bromomethane (75-24-4) 13V. Dichloro-0 0
0
<0.414 I
ag/L d&uune (75-71-8) 14V. 1,1-Dichloroethane 0
0
<0.255 I
pg/L (75-34-3) 15V. 1,2-Dichloroethane 0
0 0
<0.338 1
pg/L (107-06-2) 16V. 1,1-Dichloroethylene 0
0 0
<0.269 I
pg/L (75-35-4) 17V. 1,2,-Didtlompnpane 0
01 0
<0.326 1
pg/L (78-87-5) 18V. 1,3-dich ky 0
0 0
<0.359 1
pg/I (542-75-6) 19V. Ethylbenzene 0
0
[0
<0.196 1
pg/L (100-41-4) 20V. Methyl Bromide 0
0 0l
<0.61 1
Ag/I.
(74-83-9) 21 V. Methyl Chloride S
0 0
<0.25 1
Ag/I.
(74-87-3) 22V. Methylene Chloride 0
0]
0l
<0.639 I
pg/L (74-98-2) 1
__M
_ <0.233 I
23V. 1,1,2,2-Tetra-0 0
[
<0.233 I
pg/I.
chloroethane (79-34-5) 24V. Tetrachloroethylene 0
0 0
<0.508 I
Ag/IL (127-18-4)
VII-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Oity ID. Number:
Outfall No.
EP-1 E FL0002208
- 2. Mark "X"'
3 Effuent,
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Tenn. Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent n(o.
(2) Mass
()Conc.
(2)Mas (1) Cone.
(2)Mass (1) Cone.
(2) Mass 25V. Toluene (108-88-3) 0.46 1
g/L 26V. 1,2-Trans-0 0
0
<0.399 L
pg/L Dihchodhylene(156-60-5) 27V, 1,1,2-Triilxuebane 0
0 E
<0.288 1
ggI (71-55-6) 7 28V. 1,1,2-Tridrloroebae 0
"1 0
]
<0.232 1
Pg/L (79-00-5) 29V. Triehloroethylene 0
0]
Dl
<0.305 1
pg/L (79-01-6) 30V. Triehloro-0 0
0
<0.301 1
pg/L fluoromethane (75-694) t 31V. Vinyl Chloride 0
0
<0.414 1
Pg/L (75-014)
IA. 2-Chlorophenol 0
0 0
<2.6 1
pg/L (95-57-8) 2A. 2,4-Dichlorophenol 0
0 0
<0 43 1
pg/L (120-83-2) 3A. 2,4-Dimethylphenol 0
0l 0l
<0.4 I
pg/L (105-67-9).
4A. 4,6-Dinitro-O-Cresol
<035 1
g/L (534-53-I) 5A. 2,4-Dinitrophenol 0
0 0
<1.4 1
pg/L.
(51-28-5) 6A. 2-Nitrophenol 0
03 0l
<0.24 1
pg/L (88-75-5):
7A. 4-Nitrophenol 0
0 0
<0.79 1
pg/L (100-02-7) 8A P-Chloro-M-Cresol 0
0
<0.22 1
pg/L
( 5 9 -5 0 -7 )
0 1
-0.7 9A Pentachlorophenol 0
0 0
<0.7 1
pg/L (87-86-5) 1OA Phenol 0
0 0
<0.4 1
Ag/L (108-95-2) 11A 2,4,5-Triehloro-0 0
<0.38 1
Ag/L phenol (88-06-2) lB. Acenaphthene
<0.027 I
AgL (63-32-9) 2B. Acenaphtylene 0
0 0
<0.026 1
pg/L (208-96-8) 3B. Anthracene 0
0 0l
<0.006 1
pg/L (120-12-7) 4B. Benzidine 0
0 0
<9.7 1
pg/L (92-87-5)
VII-5 DER Form 62-620.910(5)2CS, Effective November 29, 1994
lity ID. Number:
FL0002208 Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of.
No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 5B. Benzo (a) Anthracene
]
0 0
<0.011 1
lg/L (56-55-3) 6B. Benzo (a) Pyrene 0
0 E0
<0.013 I
Vag/L (50-32-8) 7B. 3,4-Beazo-flunante 0
0D 0
<0.015 1
lag/L (205-99-2)
---ff A_
8B. Benzo (ghi) Perylene 0
0 0
<0.0 14 1
jig/L (191-24-2) 9B. Benzo (k) Fluca (207-0 0
0
<0.012 1
jag/L 08-9) 10B. Bis (22-Cloroveda) 0 0
0
<0.32
,1 'g/i Methane (111-91-1) 1 1B. Bis (2-chloroethyl) 0 0
0
<0.46 1
jig/L Ether (111-444) 12B. Bis (2-Chkm 2t 0]
0 0
<0.34
- 1.
lg/L Ether (102-60-1) 13B. Bis (2-Ethylhexyl)0 0
0 0.62 1
lpg/L Phthalate (117-81-7) 14B. 4-Bromophenyl 0
-0 0
<0.27 1
agI Phenyl Ether (101-55-3) "
15B Butyl Benzyl Phthalate 0
1 0
0
<0.36 I
ag/L (84-68-7) 16B. 2-Onlphz le 0
01 0l
<0.32 1
jIg/L (91-58-7) 17B. 4-Chlorophenyl 0
0 0
<0.45 I
jag/L Phenyl Ether (7005-72-3) 18B. Chrysene 0
0 0
<0.017 1
-ig/L
.(218-01-9) 19B. Dibenzo (oh) 0 0
0
<0.006 1
pg/L Anthracene (53-70-3) 20B. 1,2-Diil benzee 0
0
<0.34 1
ag/L (95-50-1) 21B. 1,3-Dichlorobenzene 0
0 0
<0.35 I
Pig/L (541-73-1) 22B. 1,4-Dichlorobenzene 0
0 0
<0.28 I
ag/L (10646-7) g 23B. 3,3'Y4icIkbed 0
0 0
<0.31 I
agfL (92-94-1) g/
24B. Diethyl Phthalate 0
0 03
<0.33 1
ag/L (84-66-2) 25B. Dimethyl Phthalate 0
0 0
<0.21 1
V g/L (131-11-3).
26B. Di-N-Butyl Phthalate 0
0 0
<0.28 A g/L (84-74-2) 27B. 2,4-Dinitrotoluene 0
[
0
<0.31 1
ag/iL (121-14-2)
I I
28B. 2,6-Dinitrotoluene 0
0 0
<0.31 1
jig/L (606-20-2)
VII-6 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
I. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required-present absent (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass 29B. Di-N-Octyl Phthalate 0
El -
<0.28 1Pg/L (117-84-0) 30B. 1,2 h*ydrznx 0
El E-
<0.23 1tg/L (ae zobe,-)
(122-66-7) 31B. Fluoranthene 0
0
<0.008 1
lg/L (206-44-0) 32B. Fluorene (86-73-7) 0 0
<0.011 Pg/I 33B. Hexachlorobenzene 0 0 O
<0.32 1
pg/.l (118-74-1) 34B. Hexawobutediew 0
0 []
<0.45 1
Pg/L (87-6&-3) 35B; -0 El 0
<0.7 I
Pg/L (77-47-4) 36B. Hexachloroethane 0
1 0l E
<0.36 1
pg/I (67-72-1) 37B. Indeno (1,2.3-cd) 0 0l E"
<0.011 1
g/I.
Pyrene (193-39-5) 38B. Isophorone 0
0 []
<0.34 1
Pg/L (78-59-1) 39B. Naphthalene 0
[]
0l
. <0.034 1
pg/L (91-20-3) 40B. Nitrobenzene 0
El
[
<0.31 I
Ag/I.
(98-95-9) 41B N-Nilrowfire rine 0
0l 0]
<0.33 I
pg/L (62-75-9) 42B. N-Nitrosodi-N-13 El 0
Propylamine (621-64-7) 43B. N-Nitro-0
[]
[]
<0.001 I
pg/lI sodiphenylamine (86-30.6) 44B Phenanthrene 0
[
<0.014 I
lpg/L (85-01-8) 45B. Pyrene (129-00-0) 0 [
[
[
<0.008 I
g/L 46B. 1,24-Tridikoobm 0
[]w
=
<1.5 I
ig/L
!(120-82-1)
IP. Aldrin (309-00-2) 0l Y
Y 2P. -BHC (319-84-6)
El El
[]
3P -BHC (319-85-7) 0l El
[
4P. -BHC (58-89-9) 0'
[
0 5P. -BHC (319-86-8)
[]
El
[
VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Oity ID. Number:
Outfall No.
EP-1 E FL0002208
.2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS a
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value.
d: No. of
- a. Cone.
- b. Mass a, Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (I) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 6P. Chlordane (57-74-9) i' El 0
7P. 4,4'-DDT (50-29-3)
El El 0
8P. 4,4'-DDE (72-55-9) 0 El 0
9P. 4,4'-DDD (72-54-8)
[
El 0
1OP. Dieldrin (60-57-1)
Cl 0l 0
1 IP. -Endosulfan El 0
(115-29-7) 12P. -Endosulfan
[
El 0
(115-29-7) 13P. Eridosulfan Sulfate El El 0
(1031-07-8) 14P. Endrin (72-20-8)
El 0
15P. Endrin Aldehyde El El 0
(7421-92-4) 16P. Heptachlor 11 0l 0
(76-44-8) 17P. Heptachlor Epoxide El El 0
(1024-57-3) 18P. PCB-1242 0l.
El 0
(53469-21-9) 19P. PCB-1254 11 El 0
(11097-69-1) 20P. PCB-1221 El l
0]
( 1 1 1 0 4 -2 8 -2 )
1 -3 0
21P. PCB-1232 El El 0
(11141.16-5) 22P. PCB-1248 El El 0
(12672-29-6) 23P. PCB-1260 E
El 0
(11096-82-5) 24P. PCB-1016 El El 0
(12674-11-2) 25P. Toxaphene 0l El 0
(8001-35-2)
VH-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
0 0
S Facility ID. Number:
FL0002208 Outfall No.
1-008, EP-ISE/S PLEASE PRINT OR TYPE ONLY: You may report some or all of this information on separate sheets instead of completing these pages. Use the same format.
SEE INSTRUCTIONS.
VII. 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.
- 1.
- 2. Effluent 3.. Units
- 4. Intake (optional)
Pollutant
- a. Max. Dailv Value
- b. Max. 30-day Value
- c. Annual Avg. Value
- d. No. of
- a. Concentration
- b. Mass
- a. Long Term Avg. Value
- b. No. of (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass Analyses (1) Cone.
(2) Mass Analyses a CaiauxanPodiacld 1.6 2.22 2
mg/L
- b. Chemical Oxygen 85.3 1
mg/L Demand (COD)
- c. Total Organic 9.19 1
- d. Total Suspended 4
1 mg/L Solids (TSS) e.TotalNmogm(asN) 0.148 1
mg/L f Toal Phsphoras (as P) 0.061 1
mg/L
- g. Ammonia (as N) 0.097 1
mg/L
- h. Flow - actual or Value 2.16 Value 1.92 Value 1.92 2
MGD Value projected
- i. Flow - design Value Value Value Value
- j. Specific Conductivity Value 2.990 Value Value I
PS/cm Value
- k. Temperature (winter)
Value Value Value
- C Value
- 1. Temperature (summer) I Value 26 Value 26 Value I
Value m.._pMin.7.3_M_7.3_
M~II K i.. J i Ma I ]
TND5 UNITS_______
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. 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 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.
- 2. Mark "X"
- 3. Effluent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a. be-
- b. be
- a. Maximum Daily
- b. Max. 30-day Value
- c. Long Term Avg.
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg.
- b. No. of No. (if available) lieved lieved Value (if available)
Value (if available)
Analyses Value Analyses present absent (1) Cone...
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass
- a. Bromide 0
- L 5.14 1
mg/L (24949-67-9)
- b. Chlorine, 0
1]
<0.01 1
mg/L Total Residual
- c. Color 0
LI 30 1
CU
- d. Fecal Coliform 0
E]
90 1
CFU
- e. Fluoride 0
LI 0.618 1
mg/L (16984-48-8) f Nitrate-Nitrite 0
El
<0.074 1
mg/L (as N)
I VII-1 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Item V11-13fontd.
e BFacility ID. Number FL0002208 Outfall No.
1-008, EP-ISE/S
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS a.be-
- b. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No.,of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) lieved lieved (if available)
(if available)
Analyses Analyses present absent (1) Cone.
(2) Mass (1) Cone.
,(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass
- g. Nitrogen, Total 0
0 0.051 1
mg/L Organic (as N)
- h. Oil and grease 0
11
<1.4 mg/L
- i. Phosphorus, Total 0
0 0.061 1
mg/L (as P) (77.23-14-0)
(1) Alpha, Total 0
-"<5.0: +/-4.4 pci/L (2) Beta, Total 0
0 34.6 +/- 3.5 pci/L (3) Radium, Total 0
0 (4) Radium 226, Total 0
0
- k. Sulfate (as SO4 )
0 0
144 1
mg/L (14808-79-8)
I I. Sulfide (as S)
El
- m. Sulfite (as SO3) 0 0
(14265-45-3)
- n. Surfactants
-0, 0
0.136 mg/L
- o. Aluminum, Total 0l 0
(7429-90-5)
- p. Barium, Total 0
0 (7440-39-3)
- q. Boron, Total 0
0 0.281 1
mg/L (7440-42-8)
- r. Cobalt, Total 0
0 (7440-48-4_)
- s. Iron, Total 0
El
<0.045 1
pg/IL (7439-89-6)
- t. Maagnesium, Total 0
0 50.6 1
mg/L (7439-95-4)
- u. Molybdenum, Total 0
0 0.079 1
pg/L (7439-98-7)
- v. Manganese, Total 01 0
(7439-96-5)
- w. Tin, Total E0 0
(7440-31-5) 1
- x. Titanium, Total 0
0
<0.006 1
mg/L (7440-32-6) 1 1
1 1
1 1
1 VII-2 DER Form 62-620.910(5)2CS, Effective November 29, 1994
aclity ID. Number:
FL0002208 Outfall No.
1-008, EP-ISE/S PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2a for all GC/MS fractions that apply to your.industry and for ALL toxic metals, cyanides, and total phenols. If you 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. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one anlysis for that polltitnat if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4,dinitrophenol, or 2-methyl-4,6 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 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 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.
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass IT() Conc.
I(2)Mass (1)Cone.
(2)Mass (I) Conc.
(2) Mass IM. Antimony, Total 0
0l 11
<4 I
lg/L (7440-36-0) 2M. Arsenic, Total 0
0l 0
<5 I
ag/L (7723-14-0) 3M. Beryllium, Total 0
11 E1
<1 I
Ig/L (7440-41-7) 4M. Cadmium, Total 0
0l 0
<1 I
Ag/L (7440-43-9) 5M. Chromium, Total 0
El
[]
<1 I
PIg/L (7440-47-3) 6M. Copper, Total 0
El 0
<10 1
AWL (7440-50-8) 7M. Lead, Total 0
- E 0
<3 1
AWL (7439-92-1) 8M. Mercury, Total 0
El 0]
<0.0002 1
lagtL (7439-97-6) 9M. Nickel, Total
[0 0
E0
<5 1
Pg/L (7440-02-0)
IOM. Selenium, Total 0
0l El
<5 1
Ag/L (7782-49-2)
IIM. Silver, Total 0
0 El
_.<2 1
iLg/L (7440-22-4) 12M. Thallium,Total 0
0l El
<I 1
lig/L (7440-28-0) 13M. Zinc, Total 0
El El
<5 1
Pg/L (7440-66-6) 14M. Cyanide, Total 0 El 0
1.8 1
V g/L (57-12-5) 15M. Phenols, Total 0
El 0
<6 1
Pg/L 2,3,7,8-Tetra-0 El" 0
chlorodibenzo-P-Dioxin (1764-01-6)
IV. Acrolein 0
El
[E
<2.47 1
Pg/I (107-02-8) 2V. Acrylonitrile 0
El El
<0.955 1
sg/L (107-13-1) 1 VII-3 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Facility ID. Number:
FL0002208 Outfall No.
1-008, EP-ISE/S
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass 3V. Benzene 10 E
[]
<0.173 1
g/L (71-43-2) 4V. Bis (Chloromethyl) Ether 0-El 0
(542-88-1) 5V. Bromoform 0
El 11
<0.418 1
pg/fL (75-25-2) 6V. Carbon Tetrachloride 0
El El
<0.213 1
g/,
(56-23-5) 7V Chlorobenzene 0
El E0
<0.245 1
Pag/L (108-90-7) 8V. Chlorodi-0 El El
<0.256 1
Ag/L bromomethane (124-8-1) 9V. Chloroethane 0
[]
E0
<0.34 1
Pg/L (74-00-3) 10V. 2-Chloro-ethylvinyl 0
El El
<0.612 1
Vg/L Ether (110-75-8) 1IV. Chloroform 0
El E0
<0.263 1
Ag/L (67-86-3) 12V. Dichloro-0 0l El
<0.191 1
pg/L bromomethane (75-24-4) 13V. Dichloro-0 El El
<0.414 1
Ag/L ditornefaz(75-71-8) 14V. 1,l-Dichloroethane 0
El
[1
<0.255 1
V g/LI (75-34-3) 15V. 1,2-Dichloroethane 0
1 El E
<0.338 1
Ag/L (107-06-2) 16V. 1,1-Dichloroethylene 0
El
[]
<0.269 1
pg/L (75-35-4) 17V. 1,2,-Dichlompopasne 0
El El
<0.326 1
lg/I.
(78-87-5) i8V. 1,3-Dkiircpqo4ak 01 0l El
<0.249 1
Pg/l, (542-75-6) 19V. Ethylbenzene
<0.196 1
AgL (100-41-4) 20V. Methyl Bromide 0
0 El
<0.61 1
Pg/I, (74-83-9) 21V. Methyl Chloride 0
El El
<0.25 1
Ag/L (74-87-3) 22V. Methylene Chloride 0
El El
<1.0 1
g/.l (74-98-2) 23V. 1,1,2,2-Tetra-0 El El
<0.715 1
isg/L chloroethane (79-34-5) 24V' Tetrachloroethylene 0
El El
<0.508 1
pg/I.
(127-18-4) 1 1
i i
i i
I VII-4 DER Form 62-620.910(5)2CS, Effective November 29, 1994
pacility ID. Numnber:
-FL0002208 Outfall No.
1-008, EP-ISE/S
- 2. Mark "X"
- 3. Effuent 4 Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent V. T luee(108-8.3 (1) Cone.
(2) Mass (1) Cone.
[(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 25V. Toluene (108-88-3)
[]
13
[]
<0.247 1
- g/L 26V. 1,2-Trans-0 0
IJ
<0.399 1
AWL
-Dihlooylen(l56.60-5)______________
27V. I,l,2-Trdi*
ome 0
0
<0.288 1
Pg/L (71-55-6)_____
29V. Trichloroethylene E
[]
11
<0.305 1
ag/L (79-01-6)"
30V. Trichloro- -
11 0
<0.301 1
Vg/L fluoromethane (75-69-4) 31V. Vinyl Chloride 1
0]
[]
<0.414 1
Ag/L (75-01-4)
IA. 2-Chlorophenol 0
0 0
<0.224 I
Rg/L (95-57-8) 2A. 2,4-Dichlorophenol 0
0 0
<0.432 1
Ag/L (120-83-2) 3A. 2,4-Dimethylphenol 0
0 0
<0.396 I
Pg/L (105-67-9) 4A. 4,6-Dinitro-O-Cresol 0
0 0
<0.353 1
P g/L (534-53-1) 5A. 2,4-Dinitrophenol 0
0 0
<1.4 I
ILg/L (51-28-5) 6A. 2-Nitrophenol 0
0 0
<0.242 1
PgfL (88-75-5) 7A. 4-Nitrophenol C]
0 0
<0.786 1
Pg/L (100-02-7) 8A P-Chloro-M-Cresol 0
0 0
<0.221 I
lig/L (59-50-7) 9A Pentachlorophenol C
El
[
<0.672 I
PgfLg (87-86-5) 1OA Phenol 0
1 El E
<0.41 1
jig/L (108-95-2)
I IA 2,4,5-Trichloro-0 1
E 0
<0.38 1
Ag/L phenol (88-06-2) lB. Acenaphthene 0
0l El
<0.27 1
Pg/L (63-32-9) 2B. Acenaphtylene 0
El El
<0'.26 1
l~gL (208-96-8) 3B. Anthracene 0
0l 0
<0.056 1
lig/L (120-12-7) 4B. Benzidine 0
0 0
<9.74 1
pg/L (92-87-5)
VII-5 DER Form 62-620.910(5)2CS, Effective November 29, 1994
Oacility ID. Number:
Outfall No.
1-008, EP-ISE/S FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 5B. Benzo (a) Anthracene 0
0 0
0.18 1
pg/I (56-55-3) 1 1
6B. Benzo (a) Pyrene 0
01 0]
<0.13
.1 Pg/I.
(50-32-8) 7B. 3,4-Bawiuwma 0
0 0
. <0.15 1
lag/L (25-99-2) 8B. Benzo (ghi) Perylene 0@
0
[0
<0.14 1
ag/L (191-24-2) 9B. Benzo (k)F Rxrh=(N07-0 0
01 0.12 1
Vg/L 08-9) lOB. Bis (2-Chbmedhaxy) 0 0]
01
<0.32 1
pg/L Methane (111-91-1)
I lB. Bis (2-chloroethyl) 0 0
0
<0.46 I
pg/L Ether (111-44-4) 12B. Bis (2-O~a t
]
0 0
<0.34 1
pg/I.
Ether (102-60-1) 13B. Bis (2-Ethylhexyl) 0 0
, 0 0.35 1
pg/L Phthalate (117-81-7) 14B. 4-Bromophenyl 0
0 0
<0.27 1
pg/L Phenyl Ether (101-55-3) 15B Butyl Benzyl Phthalate 0
0 0
<0.36 1
lag/L (84-68-7) 16B. 2-C h
am xe 0]
0 0
(91-58-7) 17B. 4-Chlorophenyl 0
0]
01
<0.45 1
pg/L Phenyl Ether (7005-72-3) 18B. Chrysene 0
0 0
0.18 1
pg/L (218-01-9) 19B. Dibenzo (ah) 0 0
0
<0.06 I
Plg/L Anthracene (53-70-3) 20B. 1,2-Didklma 0]
0 01
<0.34 1
Ag/IL (95-50-1) 21B. 1,3-Dichilorobenzene 0
0 0'
<0.35 1
Pg/L (541-73-1) 22B. 1,4-Dichlorobenzene 0
0 0
<0.28 1
pag/L (10646-7) 23B. 3,Y-Dis*
[]bezdii 0
0 0
<0.31 1
pg/L (92-94-1) 24B. Diethyl Phthalate 0
0 0
<0.33 1
pg/L (84-66-2) 25B. Dimethyl Phthalate 0
0
<0.31 1l (131-1 1-3) 26B. Di-N-Butyl Phthalate 0
0 0
0.52 1
Ag/IL (84-74-2) 27B. 2,4-Dinitrotoluene 0
0 0
<0.31 1
Rg/L (121-14-2) 28B. 2,6-Dinitrotoluene 0
0 0:[
<0.31 1
Ag/L (606-20-2)
VII-6 DER Form 62-620.910(5)2CS, Effective November 29, 1994
acilty ID. Number:'
FL0002208 Outfall No.
1-008, EP-ISE/S
- 2. Mark "X"
- 3. Effuent 4, Units
- 5. Intake (optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Cone.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass (1) Cone.
(2) Mass 29B. Di-N-Oetyl Phthalate 0
El 0l
<0.28 I
Pg/L (117-84-0)
I I
30B. l,2-Di yda'z*I 0
0l 0
<0.234 1
Pg/L (as b-)(122.66-7) 31B. Fluoranthene 0
0 0l
<0.08 1
Vg/IL (206-44-0) 32B. Fluorene (86-73-7) 0 0l 0l
<0.112 1
Pg/L 33B. Hexachlorobenzene 0D 0l 0
<0.32 1
Pg/L (118-74-1) 34B. Hexachlvbutad~iene 0
E 0
<0.45 1
Pg/L (87-68-3) 35B. H 0
0l El
<0.74 1
pg/L (77-47-4)
- 36B. Hexachloroethane 0
0l El
<0.36 1
Pg/L (67-72-I) 37B. Indeno (1,2,3-cd) 0
[]
11
<0.26 1
Pg/L Pyrene (193-39-5) 38B. Isophorone 0
0l 0l
<0.34 1
Vg/L (78-59-1) 39B. Naphthalene 0
0 0l
<0.34 1
Pg/L (91-20-3) 40B. Nitrobenzene 0
0l E-
<0.31 1
Pg/L (98-95-9) 4113 N-Nimfn*
m 11
[]
[]
1ItL (62-75-9) 42B. N-Nitrosodi-N-0 El El
<0.1 1
Pg/L Propylamine (621-64-7) 43B. N-Nitro-El El 0
sodiphenylamine (86-30.6) 44B Phenanthrene 0
0l 0l
<0.29 1
PglL (85-01-8) 45B. Pyrene (129-00-0) 0 El El
<0.47 1
Ag/L 46B. 1,2,4-Tiehctdxmme=
0 El El
<0.23 1
Vg/L (120-82-1)
IP. Aldrin (309-00-2)
El El 0
2P. -BHC (319-84-6)
El El 0
3P -BHC (319-85-7)
El El 0
4P. -BHC (58-89-9)
El El 0
5P. -BHC (319-86-8)
El El 01 VII-7 DER Form 62-620.910(5)2CS, Effective November 29, 1994
9 cility ID. Number:
Outfall No.
1-008, EP-ISE/S FL0002208
- 2. Mark "X"
- 3. Effuent
- 4. Units
- 5. Intake(optional)
- 1. Pollutant and CAS
- a.
- b. be-
- c. be-
- a. Maximum Daily Value
- b. Max. 30-day Value
- c. Long Term Avg. Value
- d. No. of
- a. Conc.
- b. Mass
- a. Long Term Avg. Value
- b. No. of No. (if available) testing lieved lieved (if available)
(if available)
Analyses Analyses required present absent (1) Cone.
(2) Mass (1) Conc.
(2) Mass (1) Conc.
(2) Mass (1) Cone.
(2) Mass 6P. Chlordane (57-74-9) 0 0
0 7P. 4,4-DDT (50-29-3) 03 0
0 8P. 4,4'-DDE (72-55-9) 0 0
0 9P. 4,4'-DDD (72-54-8) 0 0
0 1OP. Dieldrin (60-57-1) 0 Q
0 l IP. -Endosulfan 0
0 0
(115-29-7) 12P. -Endosulfan 0
0 0
(115-29-7) 13P. Endosulfan Sulfate 01 0:
[ 0 (1031-07-8) 14P. Endrin (72-20-8) 0 01 0
15P. Endrin Aldehyde 0
0 0
(7421-92-4) 16P. Heptachlor 0
0 0
(76-44-8) 17P. Heptachlor Epoxide 0
0 0
(1024-57-3) 18P. PCB-1242
[]
0 0
(53469-21-9) 19P. PCB-1254 0
0 0
(11097-69-1) 20P. PCB-1221 0
0]
(11104-28-2) 21P. PCB-1232 0
0 0
(11141-16-5) 22P. PCB-1248 E0 0
0 (12672-29-6) 23P. PCB-1260 0
0 0
(11096-82-5) 24P. PCB-1016 0
0 0
(12674-11-2) 25P. Toxaphene 0
0 0
(8001-35-2)
VII-8 DER Form 62-620.910(5)2CS, Effective November 29, 1994
.FDEP'FORM 2F APPLICATION FOR PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH INDUSTRIAL ACTIVITY I
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'-Rm APPLICATION FORM 2F PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH INDUSTRIAL ACTIVITY
FORM
- 2F iWTECTIO
`ý_FLOR APPLICATION FOR PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY Facility I.D. Number:
FL0002208 Please type or print in black ink. If additional space is needed for your answer, use plain sheets and attach to the application form.
I. Outfall Location:
For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.
A. Outfall Number (list)
&B Latitude C.Longitude D. Receiving Water (Namej 1-06B 2720 252 80 14 57 '
Plant Intake Canal 1-06C 7
20 53 80 14 30 Mangrove lmnoundment 8E I
I
+
+
+
+
4 U
Aprovements:
A. Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of stormwater or 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, stioulations. court orders. and grant or loan conditions?
- 1. Identification of
- 2. Affected Outfalls
- 3. Brief Description of Project
- 4. Final Compliance Date Conditions, Agreements No.
Source of Discharge
- a. required
- b. projected WA I _______________________
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.
.111. Site Drainage Map:
Attach a site map showing topography depicting the facility including each of its intake and-discharge structures; the drainage area of each stormwater outfall; paved areas and buildings within the drainage area of each stormwater outfall; each known past or present areas used for outdoor storage or disposal of significant materials; each existing structural control measure to reduce pollutants in stormwater runofi materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous waste treatment, storage or disposal units; each well where fluids from the facility are injected underground; springs, and other surface water bodies which receive stormwater discharges from the facility. Show hazardous waste storage or disposal areas that do not require a RCRA permit separate from those which do require a permit.
Refer to Figures.1 and 4.
DEP Form 62-620.910(8)
Effective October 23, 2000 2F-13
Facility L.D. Number:
FL0002208 IV. Narrative Description of Pollutant Sources:
A. For 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 the total surface area drained by the outfall.
Outfall Area of Impervious Total Area Drained Outfall Area of Impervious Surface Total Area Drained No.
Surface (units)
(units)
No.
(units)
(units) 1-06B 3,000 sq. ft.
25,600 sq. ft.
1-06C 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 stormwater; method of treatment, storage, or disposal; past and present materials management practices employed to minimize contact with stormwater runoff; materials loading and access areas; and the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are applied.
Refer to Attachment C.
C. For each outfall, provide the location and a description of existing structural and nonstructural control measures to reduce pollutants in stormwater runoff; and a description of the treatment the stormwater receives, including the 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 Table 2F-1 Code 3
Area is sodded and paved for the reduction of solids. Former oil storage area; no longer used as lubricating oil storage area. 4-B No current industrial activities.
C Stormwater is routed to a nearby retention area for treatment as approved by SFWMD and FDEP.
1-V, I-Y, 4-A V. Non-stormwater Discharges:
A. I certify under penalty of law that the outfall(s) covered by this application have been tested or evaluated for the presence of non-stormwater discharges, and that all non-stormwater discharges from these outfall(s) are identified in either an accompanying DEP Form 62-620.910(5) or (7) (Forms 2CS or 2ES) application for the outfall.
Name and Official Title (type or print) reDate Si ed Richard L. Anderson, Vice President, St. Lucie Power Plant V' /.,*
9-B. Provide a description of the method used, the date of any testing, and the o e drage, poin that were directly observed during a test.
A dry weather survey performed on July 8, 2010, showed no dry weather flows or discrepancies with the stormwater discharge system.
DEP Form 62-620.910(8) 2F-14 Effective October 23, 2000
Facility I.D. Number:
FL0002208 Significant Leaks or Spills:
Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three years, including the approximate date and location of the spill or leak, and the type and amount of material released.
VII. Discharge 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. Tables VII-A, VII-B, and VII-C are included on separate sheets numbered VII-I and V11-2.
E. Potential discharges not covered by analysis - is any toxic pollutant listed in Table 2F-2, 2F-3, or 2F-4, a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or by-product?
E] Yes (list all such pollutants below) 0 No (go to section, VIII)
VIII. Biological Toxicity Testing 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 discharges or on a receiving water in relation to your discharge within the last 3 years?.,
[
Yes (list results below) 0 No (go to Section IX)
AM Ninety-six hour static renewal definitive toxicity tests were conducted as required by the current NPDES - FL0002208 Permit for D-001 on May 29, 2006, and September 6, 2007. The tests were conducted using Mysidopsis bahia and Menidia beryllina.
FDEP performed a similar test on April 10, 2010 as a part of the 5-year compliance performance testing.
"he results for the three tests were satisfactory.
7.7*
IX. Contract Analysis Information Were any of the analysis reported in item VII performed by a contract laboratory or consulting firm?
[
Yes (list the name, address, and telephone number of, and pollutants analyzed by each such laboratory or firm below) 0 No (go to Section X)
A. Name B. Address C. Area Code & Phone No.
D. Pollutants Analyzed FPL Central Lab #E56078 6001 A Village Blvd.
561-640-2010 Nitrate, nitrite, oil and grease, TSS West Palm Beach, FL Xenco Laboratories #E86240 3231 NW 7th Avenue (C
Boca Raton, FL 61-447-7373 Miscellaneous wet chemistry 0
DEP Form 62-620.910(8)
Effective October 23. 2000 2F-15
Facility I.D. Number:
FL0002208 X-A. CERTIFICATIONS FOR NEW OR MODIFIED FACILITIES I certify that the engineering features of this pollution control project have been designed by me and found to be in conformity with sound engineering
-inciples, applicable to the treatment and disposal of pollutants characterized in the permit application. There is reasonable assurance, in my professional igment, that the pollution control facilities, when properly maintained and operated, will discharge an effluent that complies with all applicable statutes of the ate 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 o0r the proper maintenance and operation of the pollution control facilities and, if applicable, pollution sources.
Signature Name (please type):
Company Name:
Address:
(Affix Seal)
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.
Name & Official Title (type or print)
Signature Telephone No. (area code & no.)
Date Signed X-B. CERTIFICATIONS FOR PERMIT RENEWALS ertify that the" engineering fecatures of this pollution control project have been examined by me and found to be in conformity with sound engineering inciples, applicabIl 't6 the trzatnen' and disposal of pollutants characterized in the permit application. There is reasonable assurance, in my professional dgment, th*,-the polluti co trol facilit when properly maintained and operated, will discharge an effluent that complies with all applicable statutes of the State~of F!:ia ftd tlbul the Daprtniont.
Golder Associates Inc.
Signature Company Name:
- e I Dertie'i, P.E-'
r -__
Address:
6026 NW 1st Place Name(please type):
Gainesville, FL 32607
'(Affix Seal)
Florida Registration No.:
35500 Telephone No.:
(352) 336-5600 Date:
Y/>/
I, 7i/*
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 krwledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false informatio)",
udingth,.ssibili of fuW and imprisonment for knowing violations.
/A//i
/li*i 1 Richard L. Anderson, Vice President, St. Lucie Power Plant Name & Official Title (type or print) 772-467-7100 Telephone No. (area code & no.)
DEP Form 62-620.910(8)
Effective October 23, 2000 2F-16
Facility I.D. Number:
FL0002208 VII. Discharge Information (Continued from page 2F-15 of Form 2F)
Outfall 1-06B Former Oil Storage Area
-U 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.
Minimum Values (include units)
Average Values (include units)
- of Sto Sources of Pollutants Pollutant and CAS Grab Sample Taken During Flow-weighted Grab Sample Taken During Flow-weighted Sampled Number (if available)
First 30 Minutes Composite First 30 Minutes Composite Oil and Grease
<1.4 mg/L N/A Biochemical Oxygen
<2 mg/LI Demand (BOD5)
Chemical Oxygen 32 mg/L1 Demand (COD)
Total Suspended Solids 5.0 mg/L (TSS)
Total KjeldaWl Nitrogen 1.45 mg/L Nitrate + Nitrite Nitrogen 0.47 mg/L Total Phosphorus 0.176 mg/L1 pH Minimum 7.4 Maximum Minimum Maximum Part B - List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's wastewater permit for its wastewater effluent if the facility is operating under an existing wastewater permit. Complete one table for each outfall. See instructions for additional details and requirements.
II Minimum Values (include units)
Average Values (include units)
- ofStorm Pollutant and CAS
.Events Sources of Pollutants Number (if available)
Grab Sample Taken Durnn Flow-weighted Grab Sample Taken During Flow-weighted Sape First 30 Minutes composite First 30 Minutes Composite Sape N/A 4
4
- 4.
4 4
I
-U DEP Form 62-620.910(8)
Effective October 23, 2000 VII-1
Facility I.D. Number:
FL0002208 VII. Discharge Information (Continued from Table VII on page VII - I of Form 2F) Outfall 1-06B Former Oil Storage Area t C - List each pollutant shown in Tables 2F-2, 2F-3, and 2F-4 that you know or have reasons to believe is present. Complete one table for each. outfall: See nictions for additional details.
Minimum Values (include units)
Average Values (include units)
- of Storm SoreofPluat Events our of olluta Pollutant and CAS Grab Sample Taken During Flow-weighted Grab Sample Taken During Flow-weighted Sampled Number (if available)
First 30 Minutes Composite First 30 Minutes Composite N/A Part D - Provide data for the storm event(s) which resulted in the maximum values for the flow weighted composite sample.
- 1.
- 2.
- 3.
- 4.
- 5.
- 6.
7.
Date of Storm Event Duration of Storm Total rainfall during Number of hours Maximum flow rate Total flow Comments Event storm event between beginning of during rain event from rain (in minutes)
(in inches) storm measured and end (specify units) event of previous measurable (specify rain event units) 5/24/10 25 0.15 120 90 gpm 0.0023 MG.
Provide a description of the method of flow measurement or estimate.
art D.5. Maximum flow was determined from total flow averaged for duration of rainfall event which was at a relatively constant rate.
art D.6. Total flow was estimated from area of drainage x rainfall x coefficient of runoff (0.98 for impervious area; 0.49 for pervious area).
W DEP Form 62-620.910(8)
Effective October 23, 2000 VII-2
Facility I.D. Number:
FL0002208 VII. Discharge Information (Continued from page 2F-15 of Form 2F)
Outfall I-06C East Parking Lot 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 itional details.
- of Storm Minimum Values (include units)
Average Values (include units)
Events Sources of Pollutants Pollutant and CAS Grab Sample Taken During Flow-weighted Grab Sample Taken During Flow-weighted Sampled Number (if available)
First 30 Minutes Composite First 30 Minutes Composite Oil and Grease
<1.4 mg/L N/A 1
Biochemical Oxygen 3.39 mg/L Demand (BODs)
Chemical Oxygen 45.6 mg/L I
Demand (COD)
Total Suspended Solids 33 mg/L I
(TSS)
Total Kjeldahl Nitrogen 1.41 mg/L I
Nitrate + Nitrite Nitrogen 0.14 mg/L I
Total Phosphorus 0.188 mg/L I
pH Minimum 7.7 Maximum Mnimum Maximum 1
Part B - List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's wastewater permit for its wastewater effluent if the facility is operating under an existing wastewater permit. Complete one table for each outfall. See instructions for additional details and requirements.
Minimum Values (include units)
Average Values (include units)
- of Storm r
ollutant and CAS Grab Sample Taken During Flow-weighted Grab Sample Taken During Flow-weighted Events Sources of Pollutants mber (if available)
First 30 Minutes composite First 30 Minutes Composite Sampled N/A N/
I DEP Form 62-620.910(g)
Effective October 23, 2000 VII-1.
Facility I.D. Number FL0002208 VII. Discharge Information (Continued from Table VII on page VII - 1 of Form 2F) Outfall 1-06C East Parking Lot r
rPart C - List each pollutant shown in Tables 2F-2, 2F-3, and 2F-4 that you know or have reasons to believe is present. Complete one table for each outfall. See instructions for additional details.
a
- of Storm SoreofPluat Minimum Values (include units)
Average Values (include units)
Events Sources of Pollutants Pollutant and CAS Grab Sample Taken During Flow-weighted Grab Sample Taken During Flow-weighted Sampled Number (if available)
First 30 Minutes Composite First 30 Minutes Composite W/A Part D - Provide data for the storm event(s) which resulted in the maximum values for the flow weighted composite sample.
- 1.
- 2.
- 3.
- 4.
- 5.
- 6.
7.
Date of Storm Event Duration of Storm Total rainfall during Number of hours Maximum flow rate Total flow Comments Event storm event between beginning of during rain event from rain (in minutes)
(in inches) storm measured and end (specify units) event of previous measurable (specify rain event units) 5/24/10 25 0.15 120 2,200 gpm 0.0558 MG Provide a description of the method of flow measurement or estimate.
Part D.5. Maximum flow was determined from total flow averaged for duration of rainfall event, which was at a relatively constant rate.
Part D.6. Total flow was estimated from area of drainage x rainfall x coefficient of runoff (0.98 for impervious area, 0.49 for pervious area).
is VII-2 DEP Form 62-620.91 0(g)
Effecive October 23, 2000
TABLES
JA010 103 TABLE I WATER QUALITY DATA
SUMMARY
FOR OUTFALL D-001 Temperature Free Available Chlorination Difference Oxidants 3 Duration 4 Average Between Intake Total Residual (mg/L)
(minutes)
Daily Flow' Temperature1 and Discharge' Oxidants=
I 2
Month (MGD)
(OF)
(OF)
(mg/L)
Unit 1 Unit 2 Unit I Unit 2 2008 January 1487.03 99 24
< 0*01 100 100 February 1487.03 99 23
< 0.01, 0.21 0.31 100 100 March 1486.94 102 25
< 0.01 100 100 April 1486.94 103 26
< 0.01 0.12 0.07 100 100 May 1486.94 104 24 0.01 100 100 June 1487.03 105 25 0.01 0.08 0.09 100 100 July 1487.09 105 25 0.04 100 100 August 1486.94 108 24 0.03 0.11 0.17 100 100 September
.1486.94 110 27
< 0.01 100 100 October 1487.03 107 24
< 0.01 0.04 0.08
-100 100 November 1486.94 100 26
< 0.01 100 100 December 1487.12 99 28
< 0.01 0.09 0.10 100 100 2009 January 1486.94 98 26
< 0.01 100 100 February 1486.94 96 27 0.04 0.23 0.16 100 100 March 1486.94 100 25 0.01 100 100 April 1486.94 101 25
< 0.01 0.20 0.22 100 100 May 780.48
. 101 22 0.01 100 100 June 1486.94 107 24
< 0.01 0.25 0.07 100 100 July 1486.94 106 23 0.05 100 100 August 1486.94 108 25 0.06 0.41 0.03 100 100 September 1487.16 109 24 0.01 100 100 October 1486.94 111 23
< 0.01 0.15 0.17 100 100 November 1486.94 107 23
< 0.01 100 100 December 1487.24 102 24
< 0.01 0.21 0.14 100 100 Average 1487 104
.24 0.01 0.18 0.13 100 100 To compute average, non-detected values (i.e., <0.01) were included by assuming 1/2 of value or 0.005.
Monitoring frequency: Hourly.
2 Monitoring frequency: Continuous.
3 Monitoring frequency: Bi-monthly.
4 Monitoring frequency: Daily.
NA = Not Available.
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June 2010.
103-87527 0
TABLE 2 WATER QUALITY DATA
SUMMARY
FOR LIQUID RADIATION WASTE (INTERNAL OUTFALL 1-003)
Average Daily Flow1 Total Suspended Solids' Oil and Grease2 (MGD)
(mg/L)
(mglL)
Month Daily Avg Daily Max Daily Avg Daily Max Daily Avg Daily Max 2008 January 0.0219 0.0273
< 3.0
< 3.0 NA NA February 0.0238 0.0272
< 3.0
< 3.0 NA NA March 0.0228' 0.0280
< 3.0 4.3 NA NA April 0.0252 0.0285
< 3.0
< 3.0 NA NA May 0.0238 0.0296
< 3.0
< 3.0 NA NA June 0.0225 0.0282
< 3.0 5.2 2.0 2.0 July 0.0258 0.0285
< 3.0
< 3.0 NA NA August 0.0254 0.0298
< 3.0
< 3.0 NA NA September 0.0257 0.0297
< 3.0
< 3.0 NA NA October 0.0250 0.0304
< 3.0 3.0 NA NA November 0.0228 0.0282
< 3.0
< 3.0 NA NA December 0.0217 0.0281
< 3.0
< 3.0 NA NA 2009 January 0.0181 0.0192
< 3.0 3.0 5.6 5.6 February 0.0270 0.0276
< 3.0
< 3.0 NA NA March 0.0230-0.0284
< 3.0 3.0 NA NA April 0.0256 0.0280
< 3.0
< 3.0 NA NA May 0.0207 0.0300
< 3.0
< 3.0 NA NA June 0.0276 0.0304
< 3.0
< 3.0 NA NA July 0.0217 0.0260
< 3.0 3.0 NA NA August 0.0227 0.0240
< 3.0
< 3.0 NA NA September 0.01,87 0.0292
< 3.0
< 3.0 NA NA October 0.0232 0.0244
< 3.0
< 3.0 NA NA November 0.0280 0.0360
< 3.0
< 3.0 NA NA December 0.0228 0.0272
< 3.0
< 3.0 NA NA 2009 Average 0.0233 0.0275
<3.0 1.9 5.6 5.6 2-Year Average 0.0234 0.0281
<3.0 2
3.8 3.8 To compute average, non-detected Values (i.e., <3.0) were included by assuming 1/2 of value or 1.5.
Monitoring frequency: Once per batch.
2 Monitoring frequency: Annually.
NA = Not Available.
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Ju*1l0 103-0 TABLE 3 WATER QUALITY DATA
SUMMARY
FOR STEAM GENERATOR BLOWDOWN (INTERNAL OUTFALL 1-005)
Average Daily Flow Total Suspended Solids Oil and Grease (MGD)
(mg/L)1 (mg/L)
Hydrazine Carbohydrazide Month Daily Avg Daily Max Daily Avg Daily Max Daily Avg.
Daily Max (mI/L)
(mglL) 2008 January 0.2161 0.3456
< 3.0
< 3.0
< 1.4
< 1.4 NA NA February 0.1180 0.2880 5.0 5.0
< 1.4
< 1.4 NA NA March 0.1210 0.2304
< 3.0 3.0
< 1.4
<1.4 NA NA April 0.2152 0.2700
<3.0
< 3.0
< 1.4
< 1.4 NA NA May NA NA NA NA NA NA NA NA June 0.1170 0.1968
< 3.0
< 3.0
< 1.4
< 1.4 NA NA July 0.0014 0.0014
< 3.0
< 3.0
< 1.4
< 1.4 NA NA August 0.1777 0.3456
< 3.0
< 3.0
< 1.4
< 1.4 NA NA September NA NA NA NA
'.NA NA NA NA October 0.0663 0.1728 6.8 12.0
< 1.4
< 1.4 NA, NA November 0.1449 0.3456 5.0 14.0
< 1.4
< 1.4 0.000229 0.002095 December 0.1095 0.1380
< 3.0
< 3.0
< 1.4
< 1.4 NA NA 2009 January NA NA NA NA NA NA NA NA February NA NA NA NA NA NA NA NA March 0.2722 0.3456 3.0 3.0
< 1.4
< 1.4 NA NA April 0.1910 0.3456
< 3.0 5.0
< 1.4
< 1.4 NA NA May 0.1368 0.1840
< 3.0
< 3.0
< 1.4
< 1.4 0.046294 0.008417 June 0.2448 0.3456
< 3.0 3.0
< 1.4
< 1.4 0.008672 0.002196 July 0.1674 0.3492
< 3.0
<3.0
< 1.4
< 1.4 0.009951 0.000266 August 0.1971 0.3456
< 3.0
< 3.0
< 1.4
< 1.4 NA NA September 0.1298 0.3456
< 3.0 3.0
< 1.4
< 1.4 0.002421 0.001608 October NA NA NA NA NA NA NA NA November NA NA NA NA NA NA NA NA December NA NA NA NA NA NA NA NA 2009 Average 0.1913 0.3230
<3.0 2.6
<1.4
<1.4 0.016835 0.003122 2-Year Average 0.1544 0.2703 2.3 3.6
<1.4
<1.4 0.013513 0.002916 1To compute average, non-detected values (i.e., <3.0) were included by assuming Monitoring frequency: once per discharge or weekly, whichever is more frequent.
1/2 of value or 1.5.
NA = Not Available.
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June 2010 103-87527 TABLE 4 WATER QUALITY DATA
SUMMARY
FOR FORMER OIL STORAGE AREA (INTERNAL OUTFALL 1-06B)
Total Suspended Oil and Average Daily Flow' Solids' Grease' Month (MGD)
(mglL)
(mg/L) 2008 January February March April May June July August September 0.0223
< 3.0
< 1.4 October November December 2009 January February March April May June July August September October November 0.0038 5.0
< 1.4 December
'Monitoring frequency: Annually.
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June 2010 103-87527 TABLE 5 WATER QUALITY DATA
SUMMARY
FOR EAST PARKING LOT (INTERNAL OUTFALL I-06C)
Average Daily Flow' Oil and Grease' Month J
(MGD)
(mglL) 2008 January February March April May June July August September 0.5208
<1.4 October November December 2009 January February March April May June July August September October November 0.0893
< 1.4 December 1Monitoring frequency: Annually.
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June 2010 103-87527 TABLE 6 WATER QUALITY DATA
SUMMARY
FOR SOUTHEAST EVAPORATION PERCOLATION AREA (INTERNAL OUTFALL 1-008)
Average Daily Flow Total Suspended Solids Oil and Grease (MGD)
(mg/L)
(mg/L)
Month Daily Avg Daily Max Daily Avg Daily Max Daily Avg Daily Max 2008 January NA NA NA NA NA NA February NA NA NA NA NA NA March NA NA NA NA NA NA April NA NA NA NA NA NA May NA NA NA NA NA NA June NA NA NA NA NA NA July NA NA NA NA NA NA August 14.25 14.25 5.5 12.0
< 1.4
< 1.4 September 1.012 1.117 15.0 18.0
< 1.4
< 1.4 October 1.27 1.29 3.0 3.0
< 1.4
< 1.4 November 1.2 1.2 3.0 3.0
< 1.4
< 1.4 December NA NA NA NA NA NA 2009 January NA NA NA NA NA NA February NA NA NA NA NA NA March NA NA NA NA NA NA April NA NA NA NA NA NA May 1.92 2.16 16.0 16.0
< 1.4
< 1.4 June NA NA NA NA NA NA July NA NA NA NA NA NA August NA NA NA NA NA NA September NA NA NA NA NA NA October NA NA NA NA NA NA November NA NA NA NA NA NA December NA NA NA NA NA NA 2009 Average 1.92 2.16 16 16
<-1.4
<1.4 2-Year Average 3.93 4
8.5 10.4
<1.4
<1.4 Monitoring frequency: Weekly.
NA = Not Available.
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FIGURES
E a
I 5q~
in in 0
LEGEND 2,00(
2,00D r3 Property Boundary NOTES
- Estimated flood and ebb tide flow directions due to proximity to Ft. Pierce Inlet in contrast to St Lucie Inlet REFERENCES I
1eem I
I I
I I
I
~~I I I i
REV IDATE DES REVISION DESCRIPTION GiS ICHK__RVW
-ROJECT FPL ST. LUCIE POWER PLANT TITLE SITE LOCATION PRtOJECT No 103-87527 FILE No 1*87527 ADO3 DESIGN JTD
&W2010 SCALE:
AS SHOWN REV S GIS NRL 7120510 IC CHECK JTD 7/,*o010 FIGURE 1 O.In..vlIU, p~i JREVIEW XXX B/1312008 E
0
- 1. Quad Map, Ankona 183 Quad, Eden 1983 Quad, USGS 7.5 Min Quad T36S, R41E
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LEGEND I ýOA (D
. D-001 LOW VOLUME WASTE-LIOUR RADIATION WASTE No. 1-503 LOW VOLUME WASTE-STEAM GENERATOR BLOWDOWN No. 1-005 NON-EQUIPMENT STORUWATER DRAINS No. 1-068 & No. 1-0C INTAKE SCREEN WASH No. 1-007 swTNEAsT EVAPORAT1ON/pERCOLATION BASIN OUTFALL No. I-o0B H) AREouS WASTE SAmLTE ACCUMULATION AREA
(
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PROJECT FPL ST. LUCIE POWER PLANT TITLE INDUSTRIAL WASTEWATER PROCESS FLOW DIAGRAM PROJECT No.
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ATTACHMENT A.
SUPPLEMENTAL INFORMATION FOR FORM 2CS
July 2010 A-1 103-87527 ATTACHMENT A SUPPLEMENTAL INFORMATION FOR FORM 2CS FORM 2CS, ITEM IV.B. (p. 2CS-17)
GENERAL DESCRIPTION OF MAJOR PROCESSES AND ASSOCIATED WASTE STREAMS The St. Lucie Power Plant is located on Hutchinson Island in St. Lucie County, at latitude 27020'54" and longitude 80014'44", approximately 12 miles north of Stuart, Florida. The 1,132-acre plant site is located near the midpoint of Hutchinson Island, as shown on Figure 1.
The plant site contains two nuclear power units (Unit 1 and Unit 2), both 840-megawatt (MW) net facilities using pressurized water reactors. Construction, design, and operation are relatively 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 via the canals.
Individual ocean discharge pipes may be isolated independently depending on the number of units operating. Refer to Figure 2 for the locations of the outfalls.
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 entrainment of marine organisms.
Horizontal entrance velocities at the velocity cap boundaries are estimated to be approximately 0.4 foot per second (fps) for the two 12-diameter intake pipes and 1 fps for the 16-ft intake pipe.
The wastewater discharges from the St. Lucie Power Plant include once-through cooling water, steam generator blowdown, liquid radiation waste, intake screen wash wastewater, and stormwater associated with industrial activity, which includes a discharge location from the Southeast Evaporation/Percolation Basin.
Equipment area floor drains are routed to oily waste separation systems prior to ultimate discharge to the East and West stormwater basins. (Refer to Form 2CG for details)., The West Basin and East Basin flow into the South Basin, which overflows to the Southeast Basin.
The Southeast Basin discharges to the Intake Canalduring periods of heavy rainfall, which could potentially damage important plant equipment. Figure 2 shows the location of these basins as Well as the outfall discharge points. One other point source discharge, mangrove flushing water, is not an outfall discharge.
Mangrove Flushing 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 AlA, 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 Y:AProjects%201O%10387527 FPL StL rViMFinaV*Attachments\\Attachment Adocx G,-'
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JUly 2010 A-2 103-87527 seawater is allowed to gravity flow 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. The flushing and water level control are optimized to help control mosquito growth. 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."
Once Through Cooling Water and Auxiliary Cooling Water (D-001)
The plant uses a total of eight circulating water pumps (four per unit) having a design total capacity of 974,600 gallons per minute (gpm) or 1.4 billion gallons per day (BGD) to supply once-through cooling water to Units 1 and 2. The once-through condenser and auxiliary cooling water systems discharge to the Atlantic Ocean via pipelines.
One discharge pipe is equipped with a Y-port diffuser that discharges approximately 1,500 feet (ft) from shore. The other discharge pipe has a multi-port diffuser (58 ports),
each port being 16 inches in diameter. The length of the multi-port diffuser is 1,416 ft starting 1,959 ft from shore and having a 24-ft spacing between ports. 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 water.
Two other minor effluent streams are the refueling water storage tank and the non-aerated water hold-up tanks.
These two effluent streams are discharged to the 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 of water with a 2,000 parts per million (ppm) boron content. There are four 40,000-gallon non-aerated water storage tanks per unit that hold reactor coolant bleed-off or drain down water. Both of these discharges occur infrequently.
The once-through cooling water system is chlorinated at a maximum of 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> per day per unit for micro-and macro-biofouling control.
FPL uses mechanical condenser tube cleaning systems on both units.
These systems have sponge balls that are approximately 23 millimeters (mm) in diameter, which are forced through the condenser tubes. Approximately 1,800 sponge balls are applied 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 condensers, 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 used for seal water for the recirculation pumps at approximately 3.5 gpm. The Golder Y:%Projects%2010%103-87527 FPL StL WWAMppsAttachments\\Attachment Adocx
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July 2010 J
A-3 103-87527 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 shut down and the worn out balls are removed and new balls
.added to the ball collector.
The facility employs best management practices for the control of sponge ball loss to the environment from the tube cleaning systems. For example, sponge balls are inventoried and sponge ball loss to the environment is reported to FDEP on an annual basis.
In addition to once-through cooling, up to 58,000 gpm (84 MGD) 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 approximately 200 to 500 ppm of sodium molybdate, 200 to 500 ppm of sodium nitrite, and 10 to 30 ppm of tolytriazole.
Normally this part of the system is closed, recirculating similar to an automobile cooling system. If a leak occurred 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 consequently would not be detectable at the POD in the discharge canal.
Low-level chlorination is applied to the auxiliary cooling water.
Liquid Radwaste System Batch Releases: 1-003 The flow from the radwaste treatment system is intermittent, The system permits a maximum estimated flow of 250 gpm. This waste stream originates from various maintenance and operational activities that take place in the reactor auxiliary building (RAB) and is processed for radioactive reduction by ion exchange resins and low micron filtration systems. Effluent from this system rarely contains any metal cleaning wastes and is discharged to the Intake Canal:
Steam Generator Blowdown: 1-005 High purity make-up water is generated at the facility by a water treatment plant using activated carbon filtration, reverse osmosis, 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 infrequently added for pH control and hydrazine is added for oxygen removal. Undesirable constituents such as chlorides from condenser leaks can impact the steam generator water. Strict operating specifications require that suspended and dissolved solids be maintained at very low levels; therefore, to keep the constituents at these low levels, a continuous steam generator blowdown is SG Golder y:W:*.j Iec,------010%103.87527 FPL StL M&WVinalftftachmentsV~tachment A~d=*
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. 103-87527 blowdown is either recovered and recirculated or routed to the discharge canal. The concentration of hydrazine in these discharges during plant operation normally ranges from 25 parts per billion (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/carbohydrazide/
demineralized water solution.
This solution, which contains up to 300 ppm hydrazine, must then be drained and discharged to the plant's discharge canal.
In addition; various amine solutions such as ethanolamine (ETA) and dimethylamine (DMA) are introduced for pH control of the condensate and feedwater. These discharges normally occur approximately every 18 months per unit during refueling operations or during any periods of extended maintenance.
FPL monitored the discharge canal extensively at EPA's request from 1989 to 1993 during periods of "wet lay-up" discharge. Due to the rapid breakdown of hydrazine upon exposure to oxygen in the environment and through dilution, the hydrazine concentrations were found to be between <5 ppb and 16 ppb at.the POD with most of the values being <5 ppb (the detection limit for hydrazine).
Intake Traveling Screen Wash Water: 1-007
.Two 1060-gpm capacity traveling screen wash pumps for both Units 1 and 2 at the 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 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> per day, at an average wash flow of 900 gpm per unit. The wash water is returned to the intake canal through a collection sump and drain system.
Other Processes Generating Wastewater There are two waste streams at the St. Lucie Power Plant that are not a function of electrical generation operating activities:
M Non-equipment area stormwater runoff Outfall from Southeast Evaporation/Percolation Basin Non-equipment Area Stormwater Runoff: 1-006 Two non-equipment area stormwater discharges exist 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.
Y:%Projects%2010103-87527 FPL StL MAMs\\AttachmentslAttachment AKdocx G Assocates
July 2010 A-5 103-87527 Outfall from Southeast Evaporation/Percolation Basin: 1-008 FPL maintains an intermittent discharge from the Southeast Evaporation/Percolation Basin to the plant intake canal. This discharge is used when rainfall runoff results in basin water levels that would impede plant operating equipment. The discharge is operated via a removable pump that is only operated when a high water level exists in the basin. A staff gauge in the basin is checked daily and when levels are such that a discharge becomes necessary, the pump is activated and the discharge is monitored for flow rate and required chemical parameters. Based on past experience and average rainfall conditions, this discharge is weather-dependent and is estimated to occur approximately two to three times per year.
SIGNIFICANT MATERIALS The Jfollowing narrative excludes those areas and facilities included in Forms 2CS and 2CG permit applications. For the remaining plant areas, no significant materials are currently, or in the past 5 years have been, treated, stored, or disposed in a manner that would be exposed to storm water. Company management practices to minimize contact of significant materials with storm water runoff include the storage of chemicals, pesticides, fertilizers, and herbicides in original containers within buildings and sheds.
In addition, used oil is collected and stored in a storage tank.
Liquid hazardous wastes are collected in sealed drums at satellite accumulation areas. Once the drums are full, they are relocated to the hazardous material'storage area, which has secondary containment.
Pesticides, herbicides, and fertilizers are used at the facility on an as-needed basis in accordance with the manufacturers' guidelines.
FORM 2CS, ITEM IV.D. (p. 2CS-19)
Item IV.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.
In the event of a power loss. resulting in the shutdown of pollution abatement equipment or the failure of such equipment, the facility is capable of preventing the discharge of pollutants offsite.
Most treatment system components are "passive" in nature and are, therefore, not impacted by power failures. Pumps are the exception. In many instances, dual pumps are used for system redundancy. In addition, the plant maintenance department staff is "on-call" 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> a day for maintenance and repair of equipment.
All power losses to the facility are managed with a high priority. Any loss of power is usually brief and should not affect waste treatment to any significant degree.
Y:\\Projetss2010W13-87527 FPL StL IVWWqopps'AttachfmentsWtachment Adocx Asociates
July 2010 A-6 103-87527 FORM 2CS, ITEM IV.E. (p. 2CS-19)
Item IV.E. List the method(s) and location(s) of flow measurement.
A listing of the methods of flow calculation for the outfalls that discharge to surface waters is shown below.
Ouffall Purpose Flow Measurement Method D-001 Condenser Once-Through and Auxiliary Pump design flow and pump run times Equipment Cooling Water 1-003 Liquid radiation waste Tank volume calculated prior to each batch discharge 1-005 Steam generator blowdown Flow indicating control valve 1-007 Intake screen wash Pump design flow and pump run times 1-008 Discharge from SE Pump design flow and pump run times evaporation/percolation basin FORM 2CS, NOTES FOR TABLE VII-B (p. VII-1)
Effluent data summary tables are provided in the Tables section.
Average concentrations are based, on samples collected from May 6 to June 10, 2010.
/
Golder Asociates Y:%ProjedS%201OM103-87527 FPL Sti rAWtApps\\Atachmenfts\\Atlachmen~t Adocx
ATTACHMENT B SUPPLEMENTAL INFORMATION FOR FORM 2CG
July 2010 B-1 103-87527 ATTACHMENT B SUPPLEMENTAL INFORMATION FOR FORM 2CG FORM 2CG, ITEM lilA (p. 2CG-15)
PLANT FACILITIES AND GENERAL SETTING The St. Lucie Plant is located on Hutchinson Island about 7 miles southeast of the city of Fort Pierce in St. Lucie County, Florida (Figure 1). The plant is owned by the Florida Power & Light Company (FPL) and has been in operation since 1976. Two 850-megawatt 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 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 1 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 surrounded by a mangrove swamp along the Indian River and by a beach-sand dune complex along the Atlantic Coast.
Two aquifers exist below the mainland as well as Hutchinson Island: the unconfined surficial aquifer and the underlying Floridan aquifer. The nonartesian surficial 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 (ft). This aquifer is separated from the deeper Floridan aquifer by the Hawthorne Formation, principally composed of sandy clay.
This formation forms an aquiclude, approximately 450 to 650 ft thick, preventing hydrologic interaction between the two aquifers.
The Floridan aquifer is artesian in this portion of Florida and consists of permeable limestone beds, the top of which occurs at an approximate depth of 600 and 800 ft.
Groundwater at the site is currently classified as G-I1.
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 surficial 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. Condominiums Y:%Projects\\2O1O%1O3-87527 FPL St M ffinaR~nachmentsftacthment B.d=
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July 2010 B-2 103-87527 O
located more than a mile south of the plant site are known-to have wells in the Floridan aquifer at depths greater than 600 ft. Water from these wells is high in chloride; consequently, a reverse osmosis system is used to purify it for potable use.
EVAPORATIONIPERCOLATION POND DESCRIPTION The evaporation/percolation pond system consists of four unlined basins that 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 designed to accommodate an average of approximately 14 million gallons (MG) 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 11.2 MG. Overflow to the South Basin is protected by a floating boom.
O 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 4.6 MG.
Overflow to the South Basin is protected by a floating boom.
The South Basin receives overflow' from the East and West Basins and 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 6.3 MG. This basin is connected to the Southeast Basin by a short 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 4 ft., which results in an operating capacity of 4.8 MG. A discharge outfall is permitted from this basin to the plant's intake canal. This outfall is used when local rainfall amounts result in pond levels that threaten plant operating equipment. This discharge is manually controlled by pumping to the intake canal during periods when pond levels are above normal basin operating levels. The pump is removed when it is not in operation.
,There are three sample locations for the four basins: EP-1W, EP-1E, and EP-ISE/S. The corresponding sample locations for the basins are EP-lW for the West Basin, EP-1E for the East Basin, and EP-1SE/S for the Southeast Basin and, South Basin. The latter sample point is located at the Southeast Basin Y:Wrojects M1 0103-87527 FPL StL IWWM inalVttachmentswtachment B.doc A oclates
July 2010 B-3 103-87527
("SE"), but the sample label includes reference to the South Basin ("S") because the South Basin discharges to the Southeast Basin. Overall, the West Basin and East Basin drain separately to the South Basin which in turn drains to the Southeast Basin. A summary of the sampling locations in relation to the basins is stated below:
Basin Discharges to Sample Location Sample Label West South Basin West Basin EP-IW East South Basin East Basin EP-1E South Southeast Basin Southeast Basin EP-1SE/S (a/k/a 1-008)
Southeast Outfall 1-008 Southeast Basin EP-1 SE/S (a/k/a 1-008)
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 on the east. The intake canal provides the plant with cooling water via two pipes that extend seaward, while 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 1,480 MGD 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) indicated the following about the site:
N Isolated hydrologically from any off-site "fresh" water by natural saltwater bodies and the intake and discharge canals M Completely underlain by intruding saltwater at shallow depths 0
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 indicated that discharges from the unlined basins at the plant area are isolated and cannot possibly influence any "fresh" water outside of the St. Lucie Power Plant boundaries.
Furthermore, shallow groundwater is not used as a source of potable water at the plant nor by residents living on Hutchison Island.
It was further concluded that the deeper Floridan aquifer would not be affected by plant discharges because it is isolated by:
0 Approximately 135 ft or more of saltwater underlying the St. Lucie Power Plant site 450 to 650 ft of sandy clay that forms an aquiclude N
Upward artesian pressure in the Floridan aquifer, which prevents recharge from the plant site SGolder Y,:Projects%2010*103-87527 FPL StL IWWinalVtachmentsl~ttachment B.d=c odat~es
July 2010 B-4 103-87527 Based upon these observations, a groundwater monitoring plan has not been required for the facility due to:
Plant's location in an area isolated by saltwater, where groundwater is considered nonpotable 0 Any plant discharge would be intercepted by the ocean water cooling canals and discharged to the ocean FORM 2CG, ITEM IIIB (p. 2CG-15)
MAJOR WASTE STREAMS TO GROUND WATER Equipment/Non-Eauipment 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 approximately 0.2 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.
Plant System Drainage 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, diesel fuel tank containment area stormwater, as well as miscellaneous cleaning/washdown activities. This waste results in an average of about 0.110 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.
Reverse Osmosis Reiect Water This waste stream is associated with intermittent plant demineralized make-up water. The' reverse osmosis (RO) make-up water treatment system, rated at 500 gpm, is used to provide demineralized makeup water to the plant. This system is fed directly from the City of Ft. Pierce water supply at a typical flow rate of 100 gpm. The RO waste stream, or reject, is routed to the West Basin. In 2008-2009, this discharge resulted in approximately 0.09 MGD (34 MG per year) of flow to the West Basin.
Note: A groundwater treatment system is in service to remediate a diesel fuel spill in the radiation control area. It was permitted by SFWMD and placed in service in 1995. This system discharges approximately 0.014 MGD of treated groundwater to the East Basin.
FORM 2CG, ITEM IIID (p. 2CG-16)
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.
Y:Projects'2010103-87527 FPL StL MWWFinaKAttaChments\\Atachment B.docx G m ad e s
July 2010 B-5 103-87527 In the event of a power loss resulting in the shutdown of pollution abatement equipment of the failure of such equipment, the facility is capable of preventing the discharge of pollutants off-site.
Most treatment system components are "passive" in nature and are, therefore, not impacted by power failures. Pumps are the exception. In many instances, dual pumps are used for system redundancy. In addition, the plant maintenance department staff is "on-call" 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> a day for maintenance and repair of equipment.
All power losses to the facility are managed with a high priority. Any loss of power is usually brief and should not affect waste treatment to any significant degree.
FORM 2CG, ITEM IIIE (p. 2CG-16)
Average flows to the Evaporation/Percolation Basins are estimated as follows:
Equipment/Non-Equipment Stormwater Average flows to these basins are estimated based on the average rainfall and contributing drainage area.
Plant System Drainage Average flows are based on the amount of make-up water added tothe plant systems, drainage rates from various plant systems, and estimates of evaporation losses to the atmosphere in the form of steam.
Reverse Osmosis Reiect Discharae Average flows are based on the amount of make-up water added to the plant systems from the RO unit.
Golder
'4Associates Y:AProjects%201OM103-87527 FPL StL MMVApp~s\\Attachments'Attachment B.docx
ATTACHMENT C SUPPLEMENTAL INFORMATION FOR FORM 2F
July 20*10 C-1 103-87527 ATTACHMENT C SUPPLEMENTAL INFORMATION FOR FORM 2F FORM 2F, ITEM IVB,(p. 2F-15)
SIGNIFICANT MATERIALS The following narrative excludes those areas and facilities included in Forms 2CS and 2CG permit applications. For the remaining plant areas, no significant materials are currently, or in the past 5 years have been, treated, stored, or disposed in a manner that would be exposed to storm water. Company management practices to minimize contact of significant materials with storm water runoff include the storage of chemicals, pesticides, fertilizers, and herbicides in original containers within buildings and sheds.
In addition, used oil is collected and stored in a storage tank.
Liquid hazardous wastes are collected in sealed drums at satellite accumulation areas. Once the drums are full, they are relocated to the hazardous material storage area, which has secondary containment.
Pesticides, herbicides, and fertilizers are used at the facility on an as-needed basis in accordance with the manufacturers' guidelines.
Golder Associates YA0Prjets%2O1OM103-87527 FPL StL IWMAwpsAttachmentsAttachment CAd=c