NC0021229_wasteload allocation_19890901

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCoo 21a2cl
FACILITY NAME: a 1 Ot r4- W w ' r. Tom`^ o-P
Facility Status: ©UTM t+aMOM
(circle one)
Permit Status: RENEWAL 110cF1C.A710N NEW
(circle one)
Major minor
Pipe No:23
�d 1
Design.Capacity (MGD): 0`
Domestic (X of Flow):
Industrial (X of Flow): 0
Comments:
11- 10-(14)
RECEIVING STREAM: 1Gu.V-445 ce.c'eic,
Class: C. _-ryou. -
Sub -Basin: 0 3 " 0 gi-3O
Reference USGS Quad: �E iO NVJ i ©( (please attach)
County: I ►c auo P.t I
Regional Office: As Fa Mo Ra Wa Wi WS
(eirele one)
Requested By
Prepared By:
Reviewed By;
Date:
i
Date:
Date:
MAN
Modeler
Date Rec.
I
JMAI
1s Sy
5315
Drainage Area (mid) /7 Avg. Streamflow (cfs): 1270"
7Q10 (cfs) YJ Winter 7Q10 (cfs) 9 30Q2 (cfs) 7.9
Toxicity Limits: IWC S (circle one) Acute / hronic
Instream Monitoring:
Parameters
Upstream Al
Downstream W
Location
Location
Effluent
Characteristics
Summer
Winter
SOD$ (mg/1)
Jb
NHf N (mg/1)
NY
D.O. (mg/0
ai
TSS (mg/1)
3 v
F. Col. (/100ml)
zoo
pH (SU)
-- q
U�
FLO
I I LU'
v t J
77
Comments_
,� �. J

Request No.. 531E
----------------- WASTELOAD ALLOCATION APPROVAL FORM ---
Facility Name:
NFDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasi n:
County:
Regional office:
Requestor:
Date of Request:
Quad:
TOWN OF OLD FORT
NCO021229
83% INDUSTRIAL /
EXISTING RENEWAL
CURTIS CREEK
C-TROUT
030830
MCDOWELL
ARO
SHANKLIN
6/16/89
E10NW
WWTP
17% DOMESTIC
��Eaaro�,jTY so"et's aivn
AUG 1 1989
Drainage
area:
17,00
sq mi
Summer
7Q10:
4.40
cfs
Winter
7Q10:
6.90
cfs
Average
flow:
27.00
cfs
30Q2:
7.90
cfs
-------------------- RECOMMENDED EFFLUENT LIMITS --------------------------
Wa.stef l ow (mgd) :
0.80
NH3N (mg/1):
NR
}o (mg/1) :
NR
TSS (mg/1):
30
Fecal col7form (#/100ml):
200
pH (su):
6-9
Cadmium (ug/1):
1.8
Lead (ug/1):
114
Cyanide (ug/1) .
23 J �
Tot.res. chlorine (ug/1):
77 ���
Toxicity Testing Req.: CHRONIC QUARTERLY W/ IWC=22%
---------------------------- MONITORING ----------------------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
RECEIVED
N U u z 8 1989
----------------------------- COMMENTS --------------------_PERNf17�� ENGIIVEEi�ING -
ADDITIONAL METALS LIMITS BASED ON UPDATED PRETREATMENT DATA.
RECOMMEND EFFLUENT MONITORING FOR CHROMIUM, COPPER, NICKEL, AND ZINC.
TOXICITY REQUIREMENTS ATTACHED.
--------------------------------------------------------------------------
R e c o m m e n cl w ci 4a y , i '��.._.�. _...._ D a t W .
Reviewed by
T &4—T*y *rt Supervisor: _ Date:
Regional Supervisor. Da-te
Permits & Engineering / . Date.
RETURN TO TECHNICAL SERVICES BY: SEP 12 1989

Facility Name l � or 0 Icy FIVt P Permit # lk 00 z / 22
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *may 1987) or subsequent versions.
ate".
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is -z % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be pperformod.after thirty days from
issuance of this permit during the months of eTAA✓ -#eA ft or,/ 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 parameter
code TGP3B. 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 chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed 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 document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 I f cfs
Permited Flow _ 0400 MGD Recommended by:
IWC% 2Z
Basin & Sub -basin CT6 30
Receiving Stream C---hs C-EcIC �c
County Mcpft; 11 - e la
"Chronic Toxicity (Ceriodaphnia) P/F at %, y'R-WA,9etL 4CI See Part 3 , Condition- .

A97T
Col✓1Ts cXEr c it -Jar C�sriFiEb
. l7QtiJ , 1oju.., —
-7131119
270%
tj
?4- 8646E
tom t��
C6
r(� 04.lMi2�r
a 9pcb to%
3aS� ?s4Ac - i

oze
Id
d'3
t
4vz 7 M
2 y'S f ,WC,;p

PRETREATMENT HEAOiV'1ORKS REVIEW
-----------------------------
Discharger:
Receiving stream:
Stream Class:
7 Q1 0 :
Design flow:
Actual flow:
Percent industrial:
IWC :
OLD FORT th WTP
C.URTIS• CREEL(
C-TR
4.400 cfs
0.800 mgd
0.3318 mgd
83.00%%
22.0 %
v2.0 (1/9/89)
07/24/09
Actual
Actual
Allowable
Domestic
Industrial
Pollutant
Standard/AL
Removal
Load
Load
Load
NOW
Eff.
(lbs/day)
(lbs/day)
(lbs/day)
admium
0.0004
.r
92%
0.13
0.000
0.017
Chromium
0.05
S
76%
5.52
0.030
0.067
Copper,
0.007
AL
82%
1.03
0.030
0.254
Nickel
0.088
S
32%
3.43
0.010
0.053
Lead
0.025
S
81%
3.49
0.030
0.202
Zinc
0.05
AL
77%
5 76
0.100
0.795
Cyanide
0.005
S
59%
0.32
0.020
0.070
Mercury
0.000012
S
86%
0.00
0.000
0.000
silver,
0.05
AL
94%
22.07
0.000
0.047
Total
Predicted
Allowable
Influent
Background
Effluent
Effluent
Load
Reserve
C,'onc
C.onc
'Conc
(lbW/day)
------------
(lbs/day)
---------
(mg/1)
---------
(mg/1)
---------
(mg/1 )
------_--
Irrm
0. 02
0. 1 2
0
0.0005
V of r r?
Chromium
0.10
5.42
0
0.0084
M 0.2274
Copper,
0.28
0.75
0
0.0185
M 0.0318
Nickel
0.06
3.36
0
0.0155
M 0.4003
r..w:. d
0,23
3.25
0
0. 0 1 5
L ,. 1 1 1
Zinc
0.90
4.86
0
0.0743
M 0.2274
'_ Yaoiw..
0.09
0.23
0
0.0135
r
Mercury
0.00
0.00
0
0.0000
0.0001
Si1v r'
0.05
22.03
0
0.0010
0.2274

Dr.
NPDES WASTE LOAD ALLOCATION Ba ineer I Date Rec.
iZ `� --� 1 � lCQ
Facility Name: / f �`
i
Date P -
Existing
Proposed O Permit No.: ,e O 0;z a Pipe No.: D D County:-, A6,j
Design Capacity (MGD): c Industrial (.% of Flow): Domestic (% of Flow):_
Receiving Stream: c Cf Class: - Sub -Basin:
Reference USGS Quad: (Please attach) Requestor: d yf. Regional Office /C
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Ibmp.: 23 J (f- Drainage Area (mil) : 11 Avg. Streamf low (cfs) : 22
7Q10 (cfs)Al' it CfI Winter 7Q10 (cfs)
30Q2 (cfs) it < Z
Location of D.O. minimum (miles below outfall) : _� . Slope (fpm)
Velocity (fps) : Q. Z 5'?-- Kl (base e, per day) : Sz K2 (base e , per day) : IT 3 +,
Effluent 1
Characteristics
Monthly
Average
Comments
god
3
ass
b
.�
Effluent IMonthly
Characteristics f_verage Comments
Original Allocation O Comments:
Revised Allocation O
Confirmation
Prepared By:_� Reviewed By: Date: ¢ �1

°
^
REQUEST NO. 1O16
^
,
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME TOWN OF OLD FORT
TYPE OF WASTE DOMESTIC
COUNTY MCDQWELL
REGIONAL OFFICE ASHEVILLE
RECEIVING STREAM CURTIS CREEK
7Q10 : 4~1 CFS W7010 :
DRAINAGE AREA 17 SQ^MI,
REQUESTQR : HELEN FOWLER
SUBBASIN ! 030830
CFS 3002 CFS
STREAM CLASS :C-TR
RECOMMENDED EFFLUENT LIMI F? E*G°wqAj **********
WASTEFLOW(G)
(#GD) �
BOD-5
(MG/L) �
NH3-N
(MG/L) �
D.O.
(MG/L) �
PH
(SU) �
FECAL COLIFORM
(/100ML):
TSS
(MG/L) t
RES CL-
(U8/L) :
1/0 15 � ���
�u�
W^8 �&Tcp
/TV��pn
�'.�" o�
30 C� .��^��«
. ^^'..'''
6-9
1000 y / V/y/
30~~
20
FACILITY IS t PROPOSED ( > EXISTINO ( ) NEW
( )
LIMITS ARE ! REVISION ( CONFIRMATION OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GRO
REGIONAL SUPERVISORYV�
PERMITS MANAGER
P-DATE -DATE :--�-��1�-���-
'�-�� -^~�'-
u ���
�--&--~-- ,���'�
�'' _-----DATE :-24141�-

`
. .'
^ ^
^ ^
MODEL SUMMARY
DATA ***
DISCHARGER
: TOWN OF OLD FORT
SUBBASIN
030830
RECEIVING STREAM
: CURTIS CREEK
STREAM CLASS!
C-TR
7010
! 4^1 CFS
WINTER 7010 :
CFS
DESIGN TEMPERATURE
: 23 DEGREES C.
WASTEFLOW :
,8 MGD
(LENGTH|SLOPE | VELOCITY |0EPTH | K1 | Kn | SOD | K2 | NetPS|
|MILES |FT/MI | FPS | FT | /DAY | /DAY 1MG/M2D|/DAY |MG/L/D|
================================================================================
| | ! | | | | | | |
SEGMENT 1 | 0^301 35^001 0,257 | 1^18 | 0^52 | O^OO | O^O| 17^311 0^001
REACH 1 | | | | | | | | | |
================================================================================
ALL RATES ARE AT 23 DEGREES C.
*** INPUT DATA SUMMARY ***
|
FLOW
| CBOD |
NBOD |
D.O. }
|
=========================================================
CFS
| MG/L |
MG/L I
MG/L |
SEGMENT 1 REACH 1 |
| |
|
|
WASTE |
1^240
1110^000 |
0.000 i
0^000 |
HEADWATERS|
4^100
| 2^000 !
0.000 |
7^800 |
TRIBUTARY |
O~OOO
| O^OOO |
0,000 )
O^OOO |
RUNOFF * |
=========================================================
0^235
| 2^000 |
O^OOO 1
7^800 |
=========================================================
* RUNOFF FLOW IS IN CFS/MILE