APPLICATION TO OPERATE / CONSTRUCT POLLUTION SOURCES
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STATE OF FLORIDA
DEPARTMENT OF POLLUTION CONTROL
APPLICATION TO OPERATE/CONSTRUCT POLLUTION SOURCES
SECfION I - GENERAL INFORMATION FOR ALL POLLUTION SOURCES
I TO BE FILLED IN BY'APPLlCANT
Source Type:
Type application:
Status Source:
Domestic/Municipal Wastewater
[ ] Operation [ ] Tcmporary Opcration
[ ] New [ ] Existing
Ix] Construc:ion
[ ] Modification
Source Name: Clearwater Northeast Wastewater Treatment
Faci 1 i ty
Source Location: Street: North of S. R. 580. eas t of
(Water Source Only) Lat: 28 01 15
(Air Source Only) UTM: East
County:
Booth. Rd.
McMu 11 en City:
82
Pinellas.
Long:
North
Clearwater
42 00
Appl. Name and Title:
Appl. Address:
City of Clearwater
City Hall. Clearwater. Florida 33518
II TO BE FILLED IN BY REGION (*BY BUREAU OF PERMITTING)
Control No: Region
County
Type
*Project
Type Permit
Date Rec'd
*Permit No.
*Issue Date
*Compl. Date
*Exp. Date
Source Description:
Control Equipment:
Receiving Body Code:
Station No.: Influent:
Water Permits
Surface Water Code:
Effluent:
Effluent:
Average
Design
% Reduction
Flow rate, MGD
BOD,lbs/day
Susp. Sol., Ibs/day
Other:
Air Pennits
Operating Time: [ ] Continuous
Fuel: Type
Incinerator: Capacity, tons/day
Mfg. & Model
Pollutant Emissions, Ibs/day Actual
Particulate
Sulfur Oxides
Other:
[ ] Intermittent
M.BTU/hr. In Put
Type Waste
Design
Allowable
Implementation: Estimated Appl. Filing Date
Estimated Start of Const.
Estimated Compliance Date
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DESCRIPTION OF PROPOSED PROJECf
A. Describe the nature and extent of the proposed project. Refer to existing pollution control facilities, DPC permits,
conditions, orders and notices, expected improvement in performance of the facilities and state whether the proposed
project will result in full compliance of the source. Attach additional sheet if necessary.
Thp- r:lprlrw<'ltpr Northeast Wastewater Treatment Facility will provide capacity
to proces~ an average of 8 mgd of raw wastewater to the required degree of
advanced treatment, and will process an additional 8 mqd of secondary effluent
from existinq plants to the AWT standards. The 8 mgd portion of the plant will
include mechanical screeninq. aerated qrit removal. primary clarification and
high-rate activated sludge processes. The 16 mgd portion of the plant will include
suspended growth nitrification and denitrification, multi-media filtration, and
disinfection processes. Phosphorus will be removed by chemical precipitation in
conjunction with the activated sludqe and denitrification processes. The project
will result in full compl iance of the source.
B. Schedule of Project Covered in this Application (Construction Permit Application Only).
Federally or State Financed Projects only:
PlanningComprete September 1q74
Financing Program Complete Upon rece i pt of EPA grant offer
Indicate other local, state and/or federal agency approvals and dates
All projects:
Start of Construction 4 months after receipt of grrlnf" offpr
Completion of Construction 9 70 days
C. Costs of Construc~ion (Show a hreakdown of costs for individual components/units of the proposed project serving
pollution control purpose only). Information on al:lual costs shall be furnished with the application for operation permit.
Wastewater Treatment Facil ity - $13,000,000
Outfall 700,000
D. Inrlicate any previous DPC permits, issuance dates, and expiration dates.
None
E. Indicate the relationship between this project and area regional planning for sewage treatment. List steps to be taken
for this sewage treatment plant to become part of an area wide sewerage system.
The project is in compliance with the regional water quality management plan
as developed by the Tampa Bay Regional Planning Council.
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DOMESTIC W A STEW A TER TREATMENT PROCESS
A. General
l. Present Population:
2. Population Served by Existing Plant:
3. ~ew Design Popubtion to be Served:
4. Present Approved Capacity of Plant:
5. New Design Capacity Proposed:
B. Wastewater Treatment Process
89.300 within designated service ~rp~
No existing plant
160,000
No existing plant
MGD
8 & 16 mgd (see project descriPtion. page 2)
MGD
1. Describe treatment process and identify treatment units:
See project description - page 2
2. Advanced Waste Treatment:
[x] Nitrogen Removal
[x] Phosphate Removal
[xl BOD/Suspended Solids Removal
[ I Other
C. Chlorination
Points of Application: Contact chamber, raw wastewater, grit chamber effluent, filter
influent. filter backwash water.
CWorineDosage: 1.5 to 30 mg/L with largest chlorinator out of service
D. List sludge treatment units: Gravity pre & post-thickening, aerobic digestion
E. Volume, Composition, and Site and Method of Ultimate Disposal of Sludge (provide name and address of carrier, if
aQplicable.)
~2.000 gpd of aerobically diqested sludqe at 3% solids to be beneficiallv reused
on adjacent city property for soil conditioninq and fertil ization purposes.
F. Method(s) and location(s) of flow measurement
_Parshall flume upstream of denitrification process
G. Describe practices to be followed to insure adequate treatment and disinfection during emergencies such as power and
equipment failures. Standby engine-generator set, dual-driven equipment,
multiple process units and eauipment.
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DOMESTIC WASTEWATER CHARACTERISTICS
Information fllfnished in this sed ion for Construction Permit shall be based on reasonable prediction and good professional
judgment. However, actual data shall be. submitled when applying for an operation permit.
A. Flow (MGD) Average
B. Water Quality CI13racteristics
Parameter Influent Effluent Per Cent
ppm (Before Chlorination) Removal
ppm Ave. Design
lbs./day lbs./day
5-day BOD 210 5 667 667 97.6
Total Solids:
Total: 850 600 80 , 100 --- 29.4
Volatile: 650 450 60.100 --- 30.8
Suspended Solids:
Total: 210 5 667 667 97.6
Volatile: 160 : : 3 . . ..400. , . , . ,400 . , . ..98.1.. :" ~ ~
- .
Total Nitrogen (N)* 31 3 400 400 90.3
Total Phosphorus (P)* 13 1 133 133 92.3
Other:
*This requirement, if necessary, will be specified in construction permit.
C. Average Chlorine Residual in Effluent 1 .0
ppm
D. List industrial wastes, jf any, treated in combination with domestic wastes:
None
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ULTIMATE EFFLUENT DISPOSAL
A. Type of Receiving Body.
1. Surface waters: Fresh [ ) 1
Salt or Brackish . [x) 2
2. Ground Waters: Surface or Sub.surface Irrigation [ ) 3
Ponding and Percolation [ ) 4
Recharge Wells [ I 5
3. Evaporation to Atmosphere [I 6
B. If discharge is to surface waters complete the following:
I. Drainage Ditch . [ I 1
River [ I 2
Landlocked Lake [] 3
Tidal Estuary (Bay) [xl 4
Small Stream
Man-made Canal
Lake with Outlet
Ocean or Gulf
f ] 5
[ ] 6
[ I 7
[ I 8
2. Identify and describe the drainage path of efnuents to major body of water: Due no rth from the
plant site to the half-section 1 ine of Section 21 and due east in the
half-section 1 ine riqht-of-way to Upper Old Tampa Bay
3. Use and Florida's Water Quality Classification of the Receiving Waters: C 1 as s II wa ters in th is a rea are
closed to shellfish harvesting, and.used for recreation and fish and wildl ife
C. . Description of Outfall to Area Surface Water p ropa ga t I on .
1. Approximate Water Depth at Outfall During Low Flow: 6 ft.
2. Approximate Depth Below Outfall Invert:
50 ft.
3. Diameter of Outfall:
54 in.
4. Approximate Length of Outfall from Shoreline:
1200 ft.
D. If discharge into ground waters is involved during treatment or disposal, furnish the following information.
Not App 1 icab 1 e
1. Surface or Sub-surface Irrigation
a) Description of Disposal Structure(s)
b) Area Under Irrigation
Total:
Per Rotation:
c) Irrigation Rate:
d) Percolation Rate:
e) . Ultimate Disposal of Surface Sub-surface Runoff
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f) Cover Crop:
g) Number and Locations of Groundwater Monitoring Wells:
2. Seepage Ponds
a) Area of the Pond(s):
b) Depth of Water in the Pond:
c) Percolation Rate:
d) Indicate if there will be any overflow during rainfall:
e) Groundwater table elevation in relation to pond bottom:
f) Number and locations of groundwater monitoring wells:
E. Environmental Data on Pollution Source
Site is relatively isolated from residential or other
Character of Area Within One Mile of Plant: development. Closest residence ic; annllt lOOO fpE't
south of main processing area.
Distance from the Nearest Municipality: Site is approximately 3 miles north of City of Safety
Harbor.
Owner of Land (if different from applicant): Owned by app 1 i can t
1 ) 1 . : "
Availability of space for expansion of plant: Site has ample space for future expansion
Indicate the number of (potable) water supply wells within 500 feet of ertluent disposal area, the depths of these wells
and their approximate distances from the disposal area: .1. .
None
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CERTIFICATION OF COMPLETION OF CONSTRUCTION
Domestic/Industrial Wastewater Treatment and Disposal Systems
(for Application to Operate Only)
DPC Project No.:
County:
Name of Project:
Name of Owner:
Name of Engineer:
Scope of Project:
Cost: Estimated $
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Pl1nt Design:
Flow:
gpcd
MGD
Population
No. of Connections
Deviations from Plans Approved by the DPC:
Effluent Drainage Path from Plant:
Address & Telephone No. of Plant
Name(s) of Operator(s):
Date Plant Placed in Operation:
This is to certify that, with the exception of deviations noted above, the construction of the project has been completed in
accordance with the plans authorized by Construction Permit No.: Dated
Date:
Signature of Project Engineer
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STATEMENTS BY APPLICANT AND ENGINEER
A. Applicant
The undersigned owner or authorized representative of · The City. of C 1 ea rwa te r
is fully aware that the statements made in this application for a Cons t ru c t i on permit are
true, correct and complete to the best of his knowledge and belief. Further, the undersigned agrees to maintain and
operate the pollution source and pollution control facilities in such a manner as to comply with the provisions of Chapter
403 Florida Statutes and all the rules and regulations of the Department or revisions thereof. H~ also understands that a
permit, if granted by the Department, will be non-transferable and he will promptly notify the Department upon sale or
legal transfer of the permitted establishme:~f /::"t- .!~_~ .::.1':;'.. \
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. t~:. r '00: Signature of the Owner OJ Authorized Representative
.I'~'.! 'I".': '1 ~ ,C.C;' .:.,~ .:.: .:!lllf._...l'~
.:.:P i cot B. Floyd '0' C (ty Manage r
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Name and Title (please Type)
Date: Sept. 18, 1974
* Attach a letter of authorization
Telephone No.: 813/442-6131
B. Professional Engineer Registered in Florida:
This is to certify that the engineering features of this pollution control project have been designed/examined by me and
fonnd to be in conformity with modern 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, whea properly maintained and operated, will discharge an effluent that complies with all applicable
statutes of the State of Florida and the rules and regulations of the Department. It is also agreed that the undersigned 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 ,.a~ L'ri."(J~-'-'
Mailing Address; Brilev. ~lild & Associates
P.O. Box 607
Ormond Beach. Florida 12074
Telephone No.: 904/672-5660
Name: Steven E. Thayer
(please type)
Florida Registration Number 18055
(please afflX seal)
Date:
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