HomeMy WebLinkAboutNC0049867_Speculative Limits for WWTP Expansion_20170907Town of Cleveland
302 East Main Street
P.O. Box 429
Cleveland, NC 27013
(704)278-4777
September 7, 2017
Ms. Julie Grzyb, Supervisor
NPDES Complex Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Speculative Limits for WWTP Expansion
Town of Cleveland Wastewater Treatment Plant
NPDES Permit No. NC0049867
Dear Ms. Grzyb:
RE CEIVEDINCDEQIDWR
SEP 2 2 2017
water a Section
Perm�ttm9
The Town of Cleveland, North Carolina in Rowan County is assessing its wastewater
treatment plant (1NWTP) as part of a process to prepare for the potential addition of new
local industries and the consolidation of two elementary schools in the area. The WWTP
plant operates under NPDES permit No. NC NC0049867.
The existing permitted monthly average WWTP discharge is 0.27 MGD and the effluent limits
are summarized below in Table 1. Please also see the attached Quadrangle maps showing
the location of the WWTP site, Third Creek, and the general surrounding area. The purpose
of this letter is to request speculative limits for an NPDES discharge of 0.40 MGD and 0.50
MGD.
Table 1: Existing Cleveland WWTP Permitted Effluent Limits
LIMITS
MONITORING REQUIREMENTS
EFFLUENTCHARACTERISFiCS Units Monthly Weekly Daily
Measurement
Sample Type
Sample
Average Average Maximum
Frequency
Location
Flow MGD 027
Continuous
Recording
I or E
BOD, 5 day,
(Apel 1 to October 31) 2 mg/L 15 225
Weekly
Composite
I, E
BOD, 5 day, 20°C
(November ItoMarch 3l)2 mg/L 30 45
Weekly
Composite
1,E
NH3asN mg/L 6 18
(April1 toOctober 31)
Weekly
Composite
E
NH3 as N
(November 1 to M arch 31) mg/L 12 35
Weekly
Composite
E
Total Suspended Solide mg/L 30 1 45
Weekly
Composite
1,E
Dissolved Oxygen'
Weekly
Grab
E, U, D
Fecal Coliform count per 100 200 400
(geometricmean) mL
Weekly
Grab
E, U, D
Total Residual Chlorme" pg/L 28
___Yperk
Grab
E
Oct and Grease
Grab
E
Total Nitrogen
(NOZ+NO, +TKN)
Composite
E
Total Phosphorus
Composite
Erem
rature °C
Grab
U, D
pHmperatureCGrab
EGrab
EConductivity
ollutantxiaty6
Grab
U.DEfflueChron
t
Effluent Pollutant Scan
Composite
E
Footnote? IFootnote?I
,
1.)1= influentE= effluent, U= upstream at least 100 feet upstream from the discharge point, D= downstream at NCSR 1003
Effluent
Upstream and downstream samples shall be grab samples I nstrearn monitoring requirements are waived conditional upon membership in the
YPDRBA SeeoonditionA (4)
2 ) The monthly average BOD and Total Suspended Solids concentrations shall not exceed 15%of the
respective influent values (85% removal
3 )Thedaily average dissolved oxygen effluent concentrations shall not be less than 5 0 mg/L
4) The Division shall consider all effluent TRC values reported below 50 gg/L to be in compliance with the permit However, the Permittee
shall
cont roue to record and submit all values reported by a North Carolina certified laboratory (including
field certified), even if these values fall below
50 gg/L
5 ) The pH shall not be less than 6 0 standard units nor greater than 9 0 standard units
6.) Chronic Toxi city (Cenodaphrna) P/ Fat 3 0% March, June, Septemberand December (see condition A (2 ))
,
7.) The permittee shall perform three Effluent Pollutant Scans during the term of this permit [seeA (3)]
8.) No later than 270 days from the effective date of this permit, begin submitting discharge monitoring reports electronically using NC
eDMRa lication
DWR's
stem See alCondition A 5
It is anticipated that the discharge point into Third Creek for the expanded WWTP will remain at
or near the current permitted location. A United States Geological Survey (USGS) streamgage
(Station Number 02120500) is located just upstream of the discharge point for the Cleveland
WWTP at approximately 35.74875 N, 80.68375 W. Refer to the attached Quadrangle and Street
maps for the streamgage's location relative to the Cleveland WWTP. Unfortunately, this
streamgage was only active between April, 1940 and September, 1971, and is the only
streamgage with data for Third Creek. There are three active streamgages on other streams
near the site that have been active since 2012, however, the data from these gages may not be
used exclusively to estimate low -flow data for the WWTP discharge point at Third Creek. Based
on counsel from USGS scientists we are providing the published low flow characteristics from
the discontinued streamgage on Third Creek. Low -flow characteristics for Third Creek are
summarized in Table 2 Below.
Table 2: Low -Flow Characteristics for Third Creek streamgage (Station Number 02120500)
Low -Flow Characteristic
Value
Drainage Area
87 4 square
miles
Annual Summer 7Q10 Discharge
16 cfs
= 0.18 cfs per 87 4 square miles
Annual Winter 7Q10 Discharge
27 cfs
= 0.31 cfs per 87.4 square miles
Annual 30Q2 Discharge
33 cfs
= 0 38 cfs per 874 square miles
Average Annual Discharge
91 cfs
= 1.04 cfs per 87.4 square miles
Minimum Daily Discharge (9/18/1956)
10 cfs
= 011 cfs per 874 square miles
Maximum Daily Discharge (9/19/1945)
2,500 cfs
= 28.6 cfs per 874 square miles
Summer 7Q10. 7 -day, 10 -year low flow discharge
7Q2: 7 -day, 2 -year low flow discharge
30Q2• 30 -day, 2 -year low flow discharge
Winter 7Q10• 7 -day, 10 -year low flow discharge
Sources:
(1) USGS Stream Stats, http //water usgss oy/osw/streamstats/north carolina html
(2) USGS, "Low -flow characteristic in North Carolina", http //pubs
usgs goy/wsp/2403/report pdf
(3) USGS, "Low -flow characteristics and flow -duration
statistics for selected USGS continuous -record
streamgaging stations in North Carolina through 2012", http
ubs us s ov sir 2015 5001
If you have any questions about this matter or if you require additional information, please
contact Clark Maness of WithersRavenel at (919)535-5213.
Sincerely,
PO_127�
Danny Gabriel
Mayor
Enclosure
Cc: Michael R. Koser, PE, WithersRavenel
Michael C. Wicker, PE, WithersRavenel
I Clark Maness, EI, WithersRavenel
ATTACHMENT
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