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NC0023931
Greenville (GUC) WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation '`\,
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Report
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
November 5, 1987
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO() 2 3' 3 (
FACILITY NAME• C2EEMVILLF U77Lf77 C COMM(5S(0N
Facility Status: EXISTING PROPOSED
(circle one)
Permit Status: RENEWAL MODIFICATION
(circle one)
Major Minor
Pipe No•
n O k
Design Capacity (MGM- 0 r��
Domestic (% of Flow) -
Industrial (% of Flow): 7
Comments•
9,5
UNPERMIITED NEW
RECEIVING STREAM: T/R RIvER
Class•
Sub -Basin•
C
Reference USGS Quad- - (please attach)
County: N l i 7.
Regional Office:
(circle •a.
As Fa
Mo lea
Requested By:
Reviewed By:
Date- q(CO(zZ 7
WS
Date: il/ Zl 8 J�
Date: C /3A7
Modeler
Date Rec.
,'A._ _
6/6/117
_
2
Drainage Area (mi) Avg. Streamflow (cfs)-
ria ws t a �C t test 00..61 4I.44
7Q10 (cfs) 16C. Winter 7Q10 (cfs) 30Q2 (cfs)
f? Cl
Toxicity Limits: IWC U • 1 % (circle one) Acute /(Chroni
Instream Monitoring:
Parameters
Upstream /) j
Downstream ,` Location �� YAM6. I LI II
Location e COwtMo.45 fade,
r-ectu./4,t&A--
48)1c iMGti 0Lwi.c4--gt W t v -4 .
Effluent
Characteristics
Summer
Winter
BOD5 (mg/I)
2
3 c
NH3 N (mg/1)
�-
D.O. (mg/I)
S
TSS (mg/1)
30
3 0
F. Col. (/100m1)
( oo c
(oOp
pH(SU)
6,_/
(:,_/
comments. 0e-l-toi ' -14 r/gobs ljtevtJ�� Q�
a tkl.,` A L 6-impala/AAA et. �,ro � (�.w. Vh P1 4�A�4� ?{SAS
ItW1A1
/
/l`,
'' Y�
~^ YOD�
yu/ Request No.:
WASTELOAD FORM
4108
Facility Name: Greenville Utilities Commission
NPDES No.: NC0023931
Type of Waste: 93% Domestic, 7% Industrial
| Status: Existing
Receiving Stream: Tar River
Classification: C Flows are requlated and tidal
Subbasin: 030305 Drainage area: sq mi
County: Pitt Summer 7010: 166 cfs
Regional Office: WaRO Winter 7010: cfs
Requestor: Bridges Average flow: cfs
Date of Request: 6/16/87 30Q2: cfs
Quad: E29SE
RECOMMENDED EFFLUENT LIMITS
Monthly Avg
Summer Winter
Wasteflow (mgd): 10.50 10.50
BOD5 (mg/1): 23 30
NH3-N (mg/1): 5
DO (mg/l): 5 --
TSS (mg/1): 30 30
Fecal Coliform (0/100ml): 1000 1000
pH (su): 6-9 6-9
Toxicity Testing Req.: Ceriodaphnia mini -chronic bioassay -quarterly
8.9% effluent concentration
------------------------- MONITORING ----------------------------------
Upstream (Y/N): Y Location: Current site @ Commons Park.
Downstream (Y/N): Y Location: Current site @ Yankee Hall.
° 3/k7y , �"
________________________��___ rnwm�m��-�________'___-----�-----��
Existing limits are recommended.
Greenville has appeared to have problems meeting the NH3-N limit.
Optional accepatble combinations of BOD5 and NH3-N are provided in the
attached graph.
Note attached toxicity testing requirement.
Effluent monitoring for residual chlorine, TP, and TN.
Instream monitoring for B�On� 5lN�,�*� O, fecal coliform, and temperature
___________________ --- ___oey�_�w�se�s��
Recommended by: ___
Reviewed by
Tech Support Supervisor:
Regional Supervisor:
Permits & Engineering:
NOV 9 ����
RETURN TO TECHNICAL SERVICES BY: "nwv �� V��v
)
/����� Date: /�/�����
Date:
Date:
Date:
Facility Name &I4tVLI L U4i(,4ej CMt' Permit # A0013Q3
1
test
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised "February 1987) or
subsequent versions.
c,o/o
The effluent concentration at which there may be no observable inhibi-
tio of reproduction or significant mortality is $ (defined as treatment
twoin the North Carolina procedure document). The permit holder shall
perform 1 ar monitoring using this procedure to establish compliance
with thelpermit ondition. The first test will be performed within thirty
Y
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
0.0
70.0 �T
Q [(p(p cfs
Permited Flow UN S MGD Recommended by:
Basin & Sub -basin b30 3OS
Receiving Stream -Tav g. ,gam
County PI 4(
LIM 4,5 54C1417^
Date 10/7f 9Y'
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Summer Allocation for Greenville WWTP
Acceptable Combinations of BOD5 & NH3-N
2
/6
0/8
9/10
7/12
/14
-
-
0
2 4 6 8 10 12 14
16 18 20 22
24 26 28
30 3
NH3-N (mg/1)