HomeMy WebLinkAboutFlorida Department of Environmental Protection WTP No. 1 HSPS Suction Piping Replacement 2020 10 23peP+i��
APPLICATION FOR A SPECIFIC PERMIT TO CONSTRUCT PWS COMPONENTS
See page 4 for instructions.
I. General Pr o'er ct Information
A. Name of Project: City of Winter Springs WTP No. 1 HSPS Suction Pipin,g Replacement
B. Description of Project and Its Purpose:
This project involves making improvements to the WTP No. 1 high -service pump station (HSPS)
suction piping in order to improve hydraulics and water quality. The design consists of the
installation of approximately 450 linear feet of 20- through 42-inch piping (including -35 LF of an
above -grade 30-inch header). The existing main will be placed out of service. Installation of a
post -tank chlorine injection point is also included within the design, which will allow for 4-log virus
removal following the ground storage tanks. The pre -ground storage tank chlorine injection point
will also be moved to post -aerator on each tank.
C. Does project create a "new system" as described under subsection 62-555.525(1), F.A.C.?Yes, and a completed coy of Form
62-555.900(20), New Water System Capacity Development Financial and Managerial Operations Plan, is attached. El No.
D. Location of Project
1. County Where Project Located: Seminole
2. Description of Project Location:
At the WTP No. 1 site (851 Northern Way, Winter Springs, FL 32708).
3. Latitude and Longitude of Each New Treatment Plant and Each New Raw Water Source (attach additional sheets if necessary):
Name of New Treatment Plant or Raw Water Source
Latitude
Lonrtude
o nN
o nW
N
O ' nW...
O 1 IN
p , 11W
E. Estimate of Cost to Construct Project: $1.000,000
F. Estimate of Dates for Startingand Completing Construction of Project: January -May _............................................................................................................................................_......
P g J ..... „2021
G.
..._ PWSnter Springs WTP No. 1
omi�anName:ciryofwm_.--
PWS T 1e *......... ■ Community, Non -Transient T
Contact Person: Shawn Boyle
�............ .........�.....
.ww....w�......
Contact Person's Mailins,, Address: 1126 East State Road 434
_ I PWS Identification No.:* 3590879
Transient Non-Communigmmmmmm Consecutive
Co.-- ...__.._._
ntact Person's Title: city Manager
s Telephone Number: 407-327-5957 Contact Persons Fax NumbCode: 32708 � .. ._.._
Clty Winter Springs a Z'
Contact Person' t Number:
Contact Person's E-Mail Address: sboyle@winterspdngsfl.org
This information is required only if the applicant is a public ... _... .. �
* water system (PWS).
H. Public Water System (PWS;g Sullying Water to Proiect
PWS Name wrP No.1 PWS Identification No.:3 990879
PWS T 1e: ■'ImCommuni(v Non Transtent Non-Communi y _ Transient Non-Communit Consecutive
PWS Owner: City of writer Springs _
Contact Person: Shawn Boyle
Contact Person's Mailing Address:1126 East State Road 434
Ctt^ . venter Springs
Contact Persons Telelhone Number 4 07 327 5957
Contact Person's E-Mail Address: sboyie(8winterspdngsfl.org
Contact Person's Title: City Manager
State: FL.......... �... Zip Code: 32708
Contact Person's Fax Number:
DEP Forth 62-555.900(1) Page 1
Effective August 28, 2003
APPLICATION FOR A SPECIFIC PERMIT TO CONSTRUCT PWS COMPONENTS
Project Name: City of WiinterSphngs WfP No 1 HSPS Suction Piping
Replacememt � Aok1lCant: Shawn Boyle
— t Is Placed into Permanent Operation
I. Public Water System (PWS) that Will Own P ro ect after I
PWS Name: WrP No-1 PWS Identification No.:* 3590879
PWS Tl1e *Commumt Non -Transient Non-Commum� mmmm.. Consecutivemmm
PWS Owner: City of Winter Springs
Contact Person: Shawn Boyle Contact Person's Title: city Manager
Contact Person's Mailing Address 1126 East state Road 434
City: Winter Springs State: FL Zip Code: 32708
hone Number: 407-327-596. ..... _
Contact Person's Tele 7 Contact Person's Fax Number:
Contact Person's E-MailWAddress: sboyle@winterspdngsfl.org
* information ............ ...
This in........
f ion is required only if the owner/operator is an existing PWS.
J. Professional Engineer(s) or Other Person(s) in Res ilonsi e C ark of Desi nin ,Project*
Company Name: Carollo Engineers, Inc.
Designer(s): Matthew S. Richards Title(s) ofDesigner(s): Professional Engineer
Qualifications of Designer(s):
■ Professional Engineer(s) Licensed in Florida — License Number(s): 71505
Public Officer(s) Employed by State, County, Municipal, or Other Governmental Unit of Statet....................................................................................
Plumbing Contractor(s) Licensed in Florida — License Number(s):^
Mailing, Address of Desi ller(s� 200 East Robinson Street, Suite 41400
.....m.�................. _ —
City: Orlando State: FL Zip Code: 32801
Telephone Number of Desi tiers):321 377 0753 Fax Number of Desiglla L( L.
E-Mail Address(es) ofDesigner(s): SrichardSOCarollo.com
Except as noted in paragraphs 62-555.520(3)(a) and (b), F.A.., projects shall be designed under the responsible charge of one
* e
or more professional engineers licensed in Florida.
+ Attach a detailed construction cost estimate showing that the cost to construct this project is $10, 000 or less.
^ Attach documentation showing that this project will be installed by the plumbing contractor(s) designing this project,
documentation showing that this project involves a public water system serving a single property and fewer than 250 fixture
units, and a detailed construction cost estimate showing that the cost to construct this project is $50, 000 or less.
II Certifications
A. Certification by Applicant
I am duly authorized to sign this application on behalf of the applicant identified in Part I.G of this application. I certify that, to the
best of my knowledge and be;luet;lfis project complies with Chapter 62-555, F.A.C., and provides assurance of compliance with
Chapter 62-5501 A ,.(. 1,6 sa),,dertify that construction of this project has not begun yet.
Shawn Boyle City Manager
Signature and Date Printed or Typed Name Title
B. Certification by Pr'S upplying Water to Project
I am duly authorized to sign this application on behalf of the PWS identified in Part I.H of this application. I certify that said PWS
will supply the water necessary to meet the design water demands for this project. I certify that, to the best of my knowledge and
belief, said PWS's connection to this project will not cause said PWS to be, or contribute to said PWS being, in noncompliance
with Chapter 62-550 or 62-555, F.A.C. I also certify that said PWS has reviewed the preliminary design report or drawings,
specifications, and design data for this project and that said PWS considers the connection(s) between this project and said PWS
acceptable as designed.
• Name(s) of Water Treatment Plant(s) to Which this Project Will Be Connected: City of Winter springs WTP No.1
• Total Permitted Maximum Day Operating Capacity of Plant(s), gpd: 5,200,000
• Total Maximum Doty Flow rygla lant(s) as Recorded on Monthly Operating Reports During Past 12 Months, gpd: 3,727,000
— �) " s� a;u Shawn Boyle City Manager
.�..�..... .....� _ w.�..__ .... ......_...................... .__uuuu_u_
Signature and Da4" 111 Printed or Typed Name Title
DEP Form 62-555.900(i) `-,_�.......�•�' Page 2
Effective August 28, 2003
APPLICATION FOR A SPECIFIC PERMIT TO CONSTRUCT PWS COMPONENTS
. ..... - - - - -------
r springs VVTP No. 1 HSPS suction Piping Replacement )Iicant. Shavtr� Bo Is
1--PrecI Name: City of Winte
C. Certification by PWS that Will Own Project after It Is Placed into Permanent Operation
I am duly authorized to sign this application on behalf of the PWS identified in Part Ll of this application. I certify that said PWS
will own this project after ' it -is"pJaced into permanent operation. I also certify that said PWS has reviewed the preliminary design
report or draNyi1ig,,i�,,spec,op,cat4,yi�s, and design data for this project and that said PWS considers this project acceptable as designed.
Shawn Boyle City Manager
Signature and Date,Printed or Typed Name Title
/,"
D. Certification by Prod ssional Engineer(s) in Responsible Charge of Designing Project*
1, the undersigned professional engineer licensed in Florida, am in responsible charge of preparing the preliminary design report or
drawings, specifications, and design data for this project. I certify that, to the best of my knowledge and belief, the design of this
Signature, 'ect comal—ics with Chapter 62-555, F.A.C., and provides assura
Seal, and, Digiltill"FINNIq
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Name: Matthew S. Richards
License Number: 71505
Portion of Engineering Document(s) for Which Responsible:
Except as noted in paragraphs 62-555.520(3) (a) and (b), F.A. C, projects shall be designed under the responsible charge of one
or more professional engineers (REs) licensed in Florida. If this project is being designed under the responsible charge of one
or more PE's licensed in Florida, Part 11.D of this application shall be completed by the PE'(s) in responsible charge, If this
project is not being designed under the responsible charge of one or more PF-s licensed in Florida, Part 11. D does not. have to be
completed
DEP Form 62-555.900(1) Page 3
Effective August 28, 2003
APPLICATION FOR A SPECIFIC PERMIT TO CONSTRUCT PWS COMPONENTS
INSTRUCTIONS: This application shall be completed and submitted by persons proposing to construct or alter public water system
components unless such proposed construction or alteration is permitted under the Department of Environmental Protection's (DEP's)
"General Permit for Construction of Water Main Extensions for Public Water Systems," in which case Form 62-555.900(7) is to be
completed and submitted, or under the DEP's "General Permit for Construction of Lead or Copper Corrosion Control, or Iron or
Manganese Sequestration, Treatment Facilities for Small or Medium Public Water Systems," in which case Form 62-555.900(18) is to
be completed and submitted. Complete and submit one copy of this application to the appropriate DEP District Office or Approved
County Health Department (ACHD) along with payment of the proper application processing fee and one copy of the following
information:
• either a preliminary design report or drawings, specifications, and design data (the preliminary design report or drawings,
specifications, and design data shall contain all pertinent information required under subsection 62-555.520(4), F.A.C.); and
• the Florida Public Service Commission (FPSC) certificate of authorization to provide water service if the project involves
construction of a new public water system subject to the jurisdiction of the FP SC.
All information provided on this application shall be typed or printed in ink. Application processing fees are listed in paragraph 62-
4.050(4) (n), F.A.C. Checks for application processing fees shall be made payable to the Department of Environmental Protection or
to the appropriate ACHD. Preliminary design reports, drawings, specifications, and design data prepared under the responsible charge
of one or more professional engineers licensed in Florida shall be signed, sealed, and dated by the professional engineer(s) in
responsible charge. NOTE THAT A SEPARATE APPLICATION AND A SEPARATE APPLICATION PROCESSING FEE ARE
REQUIRED FOR EACH NON-CONTIGUOUS PROJECT.*
* 1Von-contiguous projects are projects that are neither interconnected nor located nearby one another (i.e., on the same site, on
adjacent streets. or in the same neighborhood).
DEP Form62-555.900(1) Page 4
Effective August 28, 2003
pa01E(iION
Cover Sheets for Demonstration of Four -Log Virus
(FL OR A I°'
Treatment of Ground Water
Public Water System (PWS) Information
PWS Name: Cit of Winter S grins WTP No.1
PWS ID: 3590879
MCommunity Water System
❑Non -Transient Non -Community Water System
❑Transient Non -Community Water System
3,300 people
11 to 3,300 people
500 people
PWS Owner: Cit of Winter S grins
Contact Person: Shawn Boyle
Contact Person's Title: Cit Mang
Contact Person's Mailing Address: 1126 East State Road 434
Winter Sarin s FL 32708
Contact Person"s E-mail: sbo le@winters grin sfl.or
Contact Person's Telephone: 407-327-5957
Water Treatment Plant (WTP) Information_
WTP Name: City of Winter Springs WTP No.1
WTP Address: 851 Northern Way
Winter S rin4s FL 32708
Permitted Maximum -Day Operating Capacity of WTP: 5,200,000 gpd
Does the WTP expose ground water to the open atmosphere during treatment?"
❑Yes
®No
Water treatment facilities that are protected against contamination from birds, insects, wind-borne debris, rainfall,
and drainage—i.e., water treatment facilities that are covered by an impervious roof and enclosed within
impervious sidewalls or sidewalls of at least 20-mesh screen —are not considered to be exposing water to the open
atmosphere.
Page I of 5
Cover Sheets for Demonstration of Four -Log Virus Treatment of Ground Water
Type of Virus Treatment Demonstration
If the WTP exposes ground water to the open atmosphere during treatment, check one
of the following:
❑This demonstration is for four -log virus treatment after water is last exposed to
the open atmosphere.
❑This demonstration is just for four -log virus treatment of the ground water
source(s).
®Not applicable (the WTP does not expose ground water to the open atmosphere
Virus Inactivation
Technology or Removal Credit
Claimed, logs
Chemical disinfection.. ..... w.
® using free chlorine 4.06
❑Chemical disinfection _ _.......M.m
n using chloramines
❑Chemical disinfection using chlorine dioxide
Chemical disinfection u ❑ sing ozone
...
❑ 'Ultrafiltration (UF) �.._.....__.M........._ .......
❑Nanofiltration (NF); ✓ or reverse osmosis (RO)
�dddddddddddwm��... � ......�_��
❑Ultraviolet (UV) disinfection
............. ..........
❑
Conventional filtration treatment, including lime softening
Slow san.. ���.. �_...��...�_ .... .......... �..�.. ......
❑ d filtration
❑Direct filtration; or microfiltration preceded by coagulation
❑Diatomaceous earth filtration �.......
❑Othher (describe):
Total 4.06
Checklist of Information Attached and Included in'th s Demonstration
Required for all demonstrations:
®A schematic diagram of the WTP. (The schematic shall show all pumping,
treatment, or storage facilities; all chemical disinfectant application points and
disinfectant residual monitoring points; application points for any chemicals that
will affect pH significantly; any turbidity or conductivity monitoring points; the
point of the first customer [often the WTP itself]; etc. Also, the schematic shall
identify any facilities that expose water to the open atmosphere.)
Page 2 of 5
Cover Sheets for Demonstration of Four -Log Virus Treatment of Ground Water
Required for demonstrations involving chemical disinfection:
®CT calculations.
®Identification of standby equipment, switch -over devices for gas containers, and
alarm systems as required by Rule 62-555.320(13), Florida Administrative Code,
and Recommended Standards for Water Works.
®Identification of the disinfectant residual monitoring frequency and any
continuous disinfectant residual monitoring equipment.
®The proposed disinfectant residual monitoring location(s).
®The proposed minimum residual disinfectant concentration(s) for each
disinfectant residual monitoring location.
Required for demonstrations involving UF:
❑The absolute pore size of the membranes and, if the absolute pore size is greater
than or equal to 0.01 micron, challenge testing information showing at least four -
log removal capability for the membranes.
❑The direct integrity testing frequency, method, resolution, sensitivity, and control
limit for the membrane units if four -log virus removal credit is claimed.
❑Identification of the continuous filtrate turbidity monitoring equipment for the
membrane units.
❑Identification of the operating requirement (filtrate turbidity :< 0.15 NTU) for each
membrane unit.
Required for demonstrations involving NF or RO:
❑The molecular weight cutoff for the membranes.
❑The direct integrity testing frequency, method, resolution, sensitivity, and control
limit for the membrane units if four -log virus removal credit is claimed.
❑Identification of the continuous monitoring equipment for the membrane units.
❑The proposed operating requirement —Le., maximum percent salt passage
(generally < 25% for NF and < 5% for RO)—for each membrane unit.
Required for demonstrations involving LTV disinfection:
❑UV reactor validation information, including the validated UV dose and
validated operating conditions for flow rate, UV intensity, UV lamp status, and if
applicable, LTV transmittance (UVT).
❑Identification of the equipment for continuously monitoring the flow rate, UV
intensity, UV lamp status, and if applicable, UVT for each UV reactor.
Required for demonstrations involving conventional filtration treatment, including lime
softening; direct filtration; or microfiltration preceded by coagulation:
❑Identification of the combined filter effluent (CFE) turbidity monitoring
frequency and any continuous CFE turbidity monitoring equipment.
❑The CFE turbidity monitoring location.
❑Identification of the operating requirement (CFE turbidity :< 1 NTU) for the
filtration technology.
Page 3 of 5
Cover Sheets for Demonstration of Four -Log Virus Treatment of Ground Water
Required for demonstrations involving slow sand filtration or diatomaceous earth
filtration:
❑Identification of the CFE turbidity monitoring frequency and any continuous CFE
turbidity monitoring equipment.
❑The CFE turbidity monitoring location.
❑Identification of the operating requirement (CFE turbidity < 5 NTUs) for the
filtration technology.
Required for demonstrations of other technologies:
❑Information from pilot plant studies, or other performance studies,
demonstrating the level of virus treatment that the technology will achieve under
the full range of expected operating conditions at the WTP.
❑The proposed compliance monitoring and operating requirements for the
technology.
I, the undersigned professional engineer licensed in Florida, am in responsible charge of
this four -log virus treatment demonstration. I certify that, to the best of my knowledge
and belief, all the information included in this demonstration is accurate and consistent
with the Florida Department of Environmental Protection's draft "Guidelines for Four -
Log Virus Treatment of Ground Water," October 2009.
le-
P.E. License Number
Type or Print Name
Signature, Date, and Seal
Page 4 of 5
Cover Sheets for Demonstration of Four -Log Virus Treatment of Ground Water
Certif vition by PWS
I am duly authorized to sign on behalf of the PWS identified on page 1 of these
coversheets. I understand that, if the Florida Department of Environmental Protection
approves this four -log virus treatment demonstration, the PWS will have to begin
conducting compliance monitoring in accordance with the federal Ground Water Rule
and as discussed in this demonstration. I further understand that that the PWS will be
in violation of the treatment technique requirements under the federal Ground Water
Rule if the PWS (1) fails to maintain four -log virus treatment, by failing to meet the
operating requirements discussed in this demonstration, and (2) does not correct the
failure to maintain four -log virus treatment within four hours after first determining the
failure.
_Shawn Boyle
Type or Print Name
_City Manager
Title
Date
Page 5 of 5
Check No. 39119
1 - supplies -secondary chlorine injection point minor permit
modification
G/L Account: 410-36-3600-555540 - dues/reg/pub 1,000.00
1 Each, I 1
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FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
BUREAU F IN N ACCOUNTING
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� 7ALLAHASSEE, FL 32315-3070
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