HomeMy WebLinkAboutNC0077763_Renewal (Application)_20200114 ‘ )
ROY COOPER -'
Governor
MICHAEL S.REGAN . r►• '
Secretary °" �'r•
LINDA CULPEPPER NORTH CAROLINA
Dirt(tru Environmental Quality
January 15, 2020
City of Belmont
Attn: Adrian Miller, Mayor
PO Box 431
Belmont, NC 28012-0431
Subject: Permit Renewal
Application No. NC0077763
Belmont WTP
Gaston County
Dear Applicant:
The Water Quality Permitting Section acknowledges the January 14, 2020 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting
branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sizn?rely, I,
t12aio
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Central Files w/application
ec: WQPS Laserfiche File w/application
D ��• North Caro raDepartrrertofErvron mental Qually I Do vsnof1SaterPesoi.roes_EQ Mooresv aFego"a C•ffa1 ElD East Cer ter Averue.Suds 301Ib'oresv e.Nortr ra23115
704-6&3-1999
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number NC0077763
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise,please print or type.
1. Contact Information:
Owner Name City of Belmont
Facility Name Belmont WTP
Mailing Address PO BOX 431 RECEIVED
City Belmont IAN 14 2020
State / Zip Code NC 28012 NCDEQ/DWR/NPDES
Telephone Number (704)825-2625
Fax Number (704)825-4208
e-mail Address jroy@cityofbelmont.org
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road 205 N. 10th St.
City Belmont
State / Zip Code NC
County Gaston
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Belmont WTP
Mailing Address PO BOX 431
City Belmont
State / Zip Code NC
Telephone Number (704) 825-2625
Fax Number (704) 825-4208
4. Ownership Status:
Federal ❑ State ❑ Private ❑ Public
Page 1 of 4 Version 5/2012
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
5. Type of treatment plant:
® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ Ion Exchange (Sodium Cycle Cationic ion exchange)
❑ Green Sand Filter (No sodium recharge)
❑ Membrane Technology (RO, nanofiltration)
Check here if the treatment process also uses a water softener ❑
6. Description of source water(s) (i.e. groundwater, surface water)
Catawba River- Surface water
7. Describe the treatment process(es) for the raw water:
Raw water is treated with an initial dose of potassium permanganate. Alum is added.
Caustic is occaisionally added at this point as well. Water enters plant flocculators, and
the majority of dirt falls out in the sedimentation basins. Water is then chlorinated before
it is sent through dual media filters. Fluoride, Caustic, Metaphosphate, and chlorine are
dosed at appropriate levels. Water receives proper contact time in the clearwells before it
is sent out to the ditribution system.
8. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility:
For active operations: Filter backwash water and basin sludge is allowed to settle in the
clarifier for a minimum of two hours. A valve is opened after proper settling time to allow
the decant to be discharged. Settled sludge is pumped out as needed (usually once a year).
Sludge is Land applied via permit WQ0019504.
Our NPDES permit is currently inactive. We send filter backwash directly to the Belmont
waste water plant. Basin water/ sludge is sent to the clarifier, allowed to settle for two
hours, and the decant is pumped to the Belmont waste water plant. Settled sludge is
pumped out as needed (usually once per year). Sludge is land applied via permit
WQ0019504.
9. Number of separate discharge points: one (1)
Outfall Identification number(s) 001
10. Frequency of discharge: Continuous ❑ Intermittent ❑
If intermittent:
Days per week discharge occurs: 7 Duration: Twice daily when permit active
11. Plant design potable flowrate 10 MGD
Backwash or reject flow 0.65 MGD
12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including
latitude and longitude): Catawba
Page 2 of 4 Version 5/2012
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
13. Please list all water treatment additives, including cleaning chemicals or disinfection
treatments, that have the potential to be discharged.
Alum / aluminum sulfate Yes X No
Iron sulfate / ferrous sulfate Yes No X
Fluoride Yes X No
Ammonia nitrogen / Chloramines Yes No X
Zinc-orthophosphate or sweetwater CP1236 Yes X No
List any other additives below:
Chlorine Gas
Caustic Soda RECEIVED
Potassium Permanganate
JAN 14 2020
14. Is this facility located on Indian country? (check one) NCDEQIDWRINPDES
Yes ❑ No
15. Additional Information:
Provide a schematic of flow through the facility, include flow volumes at all points in
the water treatment process. The plan should show the point[s] of addition for
chemicals and all discharges routed to an outfall [including stormwater].
Solids Handling Plan
16. NEW Applicants
Information needed in addition to items 1-15:
New applicants are highly encouraged to contact a permit coordinator with the
NCDENR Customer Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
Analyses of source water collected
Engineering Alternative Analysis
Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Adrian Miller City Manager
Printed na < 'f Person ' 'ng Title
, c l 1 /6 20
Signature of Applicant Date
Page 3 of 4 Version 5/2012
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
North Carolina General Statute 143-215.6(b)(2)provides that Any person who knowingly makes any false statement representation,or certification in any application,
record,report,plan,or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that
Article,or who falsifies,tampers with,or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article,shall be guilty of a misdemeanor punishable by a fine not to exceed$25,000,or by
imprisonment not to exceed six months,or by both. (18 U.S.C.Section 1001 provides a punishment by a fine of not more than$25,000 or imprisonment not more than 5
years,or both,for a similar offense.)
Page 4 of 4 Version 5/2012
1
Belmont Water Plant Flow Through Schematic
City of Belmont Water Plant(2015)
-�" Basins
A
',I:;::r i;ll Clearwell
A
Filters
Caustic
Chlorine Chlorine
Fluoride
Metaphosphate
1.9 MGD
3.0 MGD Aluminum Sulfate
FWP
Chlorine
y Caustic
Chemical Injection Point A
F"j Catawba River 0.075 MGD 5.2 MGD • IP.
Raw Water Pump House
Floccuation Basins
Sedimentation Basins To Waste Water Plant 4.9 MGD
Filters Clarifier
Clearwells KMnO4
Finished Water Pump House \\ V
Flow from Filter Back Wash or Basin Cleanout To Land Application Site
Clarifier Permit WQ0019504 .
Sludge Pumped Out and Land Applied
IN Decant from Clarifier
Used when Permit
'Flow Rates are typical for when process is in NC0077763 is active
operation, but may vary according to demand. 4.9 MGD
Catawba River
��f City of Belmont- Water Treatment Plant
•� t
205 North 10th Street
t t
V � PO Box 431
• {; _ «�' Belmont,NC 28012
IA \ r , � to wWw.cityofbelmont.oi
P {� Phone 704-825-2625
"h Car°' Fax 704-825-4208
Solids Handling Plan for the City of Belmont WTP
The wastewater from the Belmont WTP is allowed to settle in the clarifier for a minimum of two hours.
A valve is opened after proper settling time to allow the supernatant to be discharged. Settled sludge is
pumped out as needed (usually once a year).Sludge is land applied via permit WQ0019504.
The solids are settled out in the Sludge Thickener.All operators have access to the City of Belmont
Water Treatment Plant Operation& Maintenance Manual, which provides an explanation of the Sludge
Thickener and its operation in section 4.2.The description is attached to this plan as well.
Pictures of the land application process are below:
/
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t°'
r _ •
CITY OF BELMONT WATER TREATMENT PLANT
CHAPTER 4-WASTE HANDLING FACILITIES
4.2 SLUDGE THICKENER
4.2.1 Objectives and Design Basis
The objectives of the Sludge Thickener are to collect the sludge flows from the Sedimentation
Basins. to seoarate the solids and water, and to concentrate the solids for pumping to the
Centrifuge Building, or pumped out to trucks for land application.
Typically, sludge thickeners will concentrate the influent solids by two to seven times. For
example, an influent solids concentration of four percent could be thickened to a concentration
between about 8 percent and 28 percent. Solids and water separate by gravity and the solids are
allowed to accumulate in the sludge thickener. Once the thickener is full, the solids can be
pumped out to be land applied, or pumped to the Centrifuge.
4.2.2 Equipment Description
A. SLUDGE THICKENER
Construction: concrete
Diameter: 61 feet
Depth (maximum): 16 feet
Capacity: 349,400 gallons
Surface Area: 2,920 ft2
Sludge Scraper
Manufacturer: Envirex
Type: H-60LT
Collector speed: 6.13 feet/minute
Motor for Reducer
Motor Manufacturer: Baldor
Model: M3546T-5
1.5
Horsepower:
Minutes per revolution: 31.25
Speed: 1730 rpm
Voltage: 208
Amperage: 5.6
1. Equipment Characteristics
The Sludge Thickener is located east of the Clearwells next to the Centrifuge Building. The
thickener is used to collect sludge flows from the Settling Basins and drain water from the
City of Belmont 1 4.2
Clearwells. A 16-inch influent line is provided for the Sludge Thickener from a sewer manhole
near the Clearwells. The influent line discharges into a center feed well in the thickener.
The thickener is supplied with a center-mounted drive platform and center column. A walkway
is provided to access the drive platform as needed. The center feed well is suspended from th
drive platform. A drive unit is mounted on the drive platform and consists of a drive motor,
primary and secondary gear reducers, a drive cage, and a turntable that drives the scraper arm
assembly. A right-angle speed reducer is attached to the drive motor as a primary reducer. The
drive motor and primary reducer use a chain drive to rotate the secondary gear reduce. Two
torque switches are supplied for the drive unit. The switches are used to activate an alarm and
to stop the drive unit if high torque conditions develop. The drive unit rotates a drive cage that
turns the scraper arms as needed. The scraper arm assembly consists of two scraper arms
equipped with a number of scrapers and squeegees. The scrapers are angled to help pull
settled sludge to the center of the tank,
The bottom of the Sludge Thickener slopes toward the center. A sludge concentrator is
positioned in the bottom of the thickener below the center column. The concentrator is
positioned in the bottom of the thickener below the center column. The concentrator has two
paddles that are driven along with the scraper arms. The paddles are mounted 180 degrees
apart and 90 degrees from either scraper arm. Settled solids are gently mixed by paddles to
concentrate the solids and to help keep them fluidized in the concentrator.
2. Principles of Operation
Sludge from the Settling basins flows by gravity to the 16-inch thickener influent line and
enters the center feed well. The center feed well separates the influent sludge flow from
the clear supernatant in the thickener. The feed well also helps direct the influent flow
downward into the thickener. Solids and water begin to separate as the sludge settles in
the thickener. Sludge eventually settles to the bottom of the thickener, while clear water is
decanted through the effluent line.
City of Belmont(2009) 2 4.2
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Latitude:35°14'27" NC0077763
Longitude:81°00'59" p Location
Quad# G14NE City of Belmont\)'(/1 13
,-,--
.4'.'
Stream Class:WS-N,B;CA
Subbasin:30834
1
SCALE 1 :24000
Receiving Stream:Catawba River North
---
V . pus Cit_qry
of Belmont Public Works
_SAS _.._.
7ia
i ..
Q Ut es-.Water Trearment Plan.
A- ,.- IF 205 North Tenth Street.*PO Box 431 ' 3eimonr, NC 28012
Fh�ti.cav orbeimon.L o r:
-_-CARP--- Telephone 704.-825-2625 ` Fax
June 13,2012
Mr. Robert Sledge, Environmental Specialist
Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
RE: Change of NPDES Permit*NC0077763 to inactive status •
Dear Mr. Sledge:
This letter is to inform you of the City of Be cnt`s desire to _ ge NPDES . yT"NC00'7 763 to an inactive status as of July 1, 2012. We would like to divert the waste water from the Water
Treatment Plant to the Belmont Waste Water Plant for treatment.
The Water Plant's waste water can be diverted by installing 2 plugs in the lines feeding.our
thickener. The waste water then flows through the collection system to the Belmont Waste Water
Plant. Alternatively, waste water can be pumped from the thickener directly into the collection
system if needed. Pilot tests have shown no negative impacts on the Belmont Waste Water
Plant's process or effluent.
We understand that we are still responsible for the annual permit fee.
Sincerely,
Z-z____,,g.---(7
Barry ebb
City Manager; Permittee
Cc: Wes Bell, Environmental Specialist, Mooresville Regional Office
Chuck Flowers, Utility Director
Sandra Craft, ORC Belmont Waste Water Plant
Joe Roy, ORC Belmont Water Plant