NC0069311_Wasteload Allocation_19870406

NPDES DOCIMENT SCANNING: COVER SHEET
NPDES Permit:
NC0069311
Franklin County WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Approval
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 6, 1987
This document is printed on reuse paper - ignore any
content on the reYerse side

NPDES WASTE LOAD ALLOCATION
Facility Name: J r& st k11v► Co. WA -GA -- Ce-C-,' c €Sc Q / 1411•.i %? (PA +'t c5766.75'-0
Existing Q U
Proposed L Permit No.: Iv C Q06 9 3 1 1 Pipe No .: OQ j
Design Capacity (MGD): 0 S 0 Industrial (% of Flow): 37
Receiving Stream:
Ce 01 c- V' C
¢rat4*-4(14¢0101
Reference USGS Quad: C-2' ,) (Please attach) Requestor: �_Jtc, p SlQ4,1r11vZ Regional Office RC-7
Class:
County: _FY"01v1 kIly)
Domestic (% of Flow) : 5
(%
Sub -Basin: 0 ? - Q 3 -o1
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Tbmp.: � Ci Drainage Area (mil) : 0 E3 /
7Q10 (cfs)
�.9
Winter 7Q10 (cfs) /o. 1
Location of D.O. minimum (miles below outfall): ,25
Velocity (fps): _J /
Avg. Streamflow (cfs) : „2,(p. (p
30Q2 (cfs)
Slope (fpm) /'
Kl (base e, per day) : . b I G ot K2 (base e. Der day) : 6. 33 i, �(_.„
Effluent -
Characteristics
Monthly
Average
`pleitt jera9e
D.5 (m/!)
,30
(-0
(\ti lllm 1)
g
N7
00(m1)
5
/ti-
I55 ( it
30
,
30
al
Urn
&4.1144,71-a-n-t4
C4ar ter -at c3
L-8Y
Lv rage
Comments
Tom. ,P.( u,7 i . L.a./24.407L,
keeyv r,14
1.5 �3Dps ih5/t i&N
/di.c.I5za
Reviewed By:
--I teou / 6 `7
numifs
n� ad -la z(
Date: 4/6 S7

Request No. :3733
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Sub6asin
County
Regional Office
Requestor
Date of Request
Quad
FRANKLIN CO. WASA - CEDAR CK REG. WWTP
INDUSTRIAL/DOMESTIC
PROPOSED
CEDAR CREEK
C
030301
FRANKLIN
RRO
JULE SHANKLIN
1/26/87
C25SW
Wasteflow
5-Day DOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
:
(mgd):
(mg/1):
(mg/1):
(mg/1):
(mg/1):
(#/100ml>:
(SU):
:
:
Upstream (Y/N): Y
Downstream (Y/N): Y
FPn
�nn
Drainage
Summer 7Q10 (cfs)
Winter 7010 (cfs) : 6.1
Average Flow (cfs) : 26.6
3002 (cfs) :
RECOMMENDED EFFLUENT LIMITS
SUMMER
0.5
30
8
5
30
1000
6-9
WINTER
0.5
30
30
1000
6-9
MONITORING
Location: ABOVE DISCHARGE POINT
Location: APPROXIMATELY 0.2 MILE BELOW SR 1114
--- --------- COMMENTS -- THESE LIMITS LIMITS ARE GIVEN USING THE 1.52OD5 + 4.5NH3N BREAKDOWN.
ACCORDING TO THE APPLICANT, THE PERCENTAGE OF INDUSTIAL WASTE
IS LESS THAN 10.
110410Smrn 4_ WLA �
��� ����'�(��5 �� �eu����������'
^ . ~'�mw� -
Recommended by Date
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering _
Date
Date
Date

Facility Name 71.-0.4,0:///1.,&.
Permit # Ne& 1 q3/ /
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is g i % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform monitoring using this procedure to establish compliance
with the permit ondition. The first test will be performed within thirty
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.
7Q10 i.9 cfs
Pe rmi ted Flow 0.5 MGD
Basin & Sub -basin jar 07
Receiving Stream Cedar Creek
County fli,in k/;
Re mmended y:
G '/6640497AJ
Date //IF 6? 7

rayrki Odo
0.6 rrjci
mgd
s-}=05, 3t w► a
his= i•gCks
ow=e-16.
Wa,,t1A 1w)
6.(14-5-)
.=. G, 3m 2
7/05 6-h
oc = ('7. t.& s= hd5e..
, /51-k
074, 6•11-61) = 13754
au)
pAs4\ nnar
Gt•A 5.0eAs
Ds= 0,4 cl(s
ex
1,9
cam
J411 ace,
G 50 aa
c-s5
DA= 3c:9,q •ta,
n
cfrih18
No: 0016
t)66-64±g•vSi`1.9 / 'g5_
DAr 31.E-rna
7f06-'a. 4 ifs
wow_ `I .LocAs -
E54: OA f37.5f1
1 '-'3'.`11
Y(os = O 85
L)=- 9.17
o _ (39 -33. t. e ! .
-Kb 7(067: • -62.0 := 0, 2i c-A-
7cfs
0644= 011 "3 .61: 79
F& = 085 -„?.8) .•9- .vco
R0410-;-(q17-90-:- � 9

OA=dam. ‘4I fr-n °� ct.c.k- r
a.gjtvz-- 6'46- ingel
4:: 1.a�
- fcfos I46 _
U our = , '7 3
f0= 5
.,a_ i-{.7
•
tic( a. k_c1 _Du9 7(, (1)1.716 1 06
0)1. 5 E005- t- gC2/5)/ F(5,/1(
(„e
00 5 r_ -
ietad-3
Ccv 0
FG64---7, 79
oo= 90f'd
2 CPO
(. 5- t .5,ci N3 /V a ? de'G07t ejw ((L C4
U

Ste.eaM
a;Astern gCaAeh
.StoPt CLLt0s
asco/04J:
007o - 0,572
u
-c74j0/.2b -/ .(i) 7 53
7: Hs
•
•
•
•
•
I
4111.
•
cum
elkv dist
� 7b Q
c9Lo
�.3
agoq.
`a`°.A 11.E
R36 y. i3

Lima t,06:14- : CerxAu cfie) i -&ta4ti ,
ap/1 c )24/t_"F,t_c,k eleitt,t)
4-4)- co-J4 a4 • at c yl'/t�c.. L,tt(A)
WIA 1i poJ / ow p 4 dt
1/41Aa/PC 4/Li. P - I d t i ( a 0-4 M E ---xu_A)
Yix ur1 i Chit-w.`u;x9 `Id 'c i bucuit
co coii,dAdvad tt,LH,u ,,tu,u) ,c, Lilid _AtzA)
(lb re ikLi,ter, iu;11.k. `MCZ4t- 10C4A 4'0 4,
t)-1 rk.uu, w LV1`.- ;t) lAiettil Liikt 1 h
' J 4 A dAX.61rAtcid (;/,t, kl'ILt v Gatth L-tAuLt -414 *2_
edo ° rgoi) aer)(1.0 f c.2 '
i 5-&vs- siiif0(= Ba-0

---------- MODEL RESULTS ----------
Discharger : FRANKLIN CO. WASA - CEDAR CK REG. WWTP
Receiving Stream ; CEDAR CREEK
The End D.O. is 6.56 mg/l.
The End CBOD is 10.00 mg/l.
The End NBOD is 0.00 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
DO Min
(mg/1) Milepoint Reach #
5.01 2.50 2
,plynouy
'jo-- �-- -
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mg/l) (mg/1) (mgd)
80 0.00 5.00 0.5O000
0 0.00 0.00 0.00000
0 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : FRANKL T M CO. WASA - CEDAR Subbas i n : 030301
Receiving Stream : CEDAR CREEK Stream Class: C
Summer 7010 : 1.9 Winter 7010 : 6.1
Design Temperature: 25.
:LENGTH! SLOPEI VELOCITY 1 DEPTH! K1 1 K1 : K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
: mile 1 ft/mil fps 1 ft :design! 820° :design: 220° :design! 220° :design! 220° 1
Segment 1 1 0.80: 14.701 0.181 1 1.00 1 0.51 l 0.40 1 5.33 1 4.78 0.00 1 0.00 1 0.00 : 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1
1 1 i 1 1
1 1 1
Segment 1 1 1.901 5.301 0.143 1 1.25 1 0.46 1 0.37 1 1.52 1 1.37 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2: 1 1 1 ! 1 1
Segment 1 I 0.90! 11.501 0.182 1 1.15 1 0.49 1 0.39 1 4.20 1 3.771 0.00 1 0.00 1 0.00 1 0.00 1
Reach 31 II 1 1 1 1 1 1 !
1 Flow 1 CBOD : NBOD 1 D.O.
1 cfs 1 mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste 1 0.775 1 80.000 1 0.000 1 5.000
Headwaters! 1.900 1 2.000 1 0.000 1 7.560
Tributary ! 0.000 1 0.000 : 0.000 1 0.000
* Runoff 1 0.125 1 2.000 1 0.000 1 7.560
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.400 1 2.000 1 0.000 1 7.560
* Runoff 1 0.200 1 2.000 : 0.000 1 7.560
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.060 ! 2.000 1 0.000 1 7.560
* Runoff flow is in cfs/mile
1
I.
1

--- MODEL RESULTS ----------
Discharger : FRANKLIN CO. WASA - CEDAR CK REG. WWTP '
Receiving Stream : CEDAR CREEK
The End D.O. is 9.44 mg/l'
The End CBOD is 10.16 mg/l.
The End NBOD is 0.00 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/1) (mg/l) (mg/l) (mgd)
8.16
0.00 1
135 0.00 0.00 0.50000
0 0.00 0.00 0.00000
0 0.00 0.00 0.00000

Discharger
Receiving Stream
Summer 7(310
*** MODEL SUMMARY DATA ***
FRANKL I N CO. WASA - CEDAR Subbas i n :
: CEDAR CREEK Stream Class:
: 1.9 Winter 701O :
Design Temperature: 15.
!LENGTH! SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 I K2 1 KN I KN 1 KNR 1 KNR 1
I mile I ftimil fps 1 ft !design! 820' :design! 8201 !design! 820° !design! 820' 1
Segment 1 I 0.801 14.701 0.368 11.13 10.35 10.44 1 8.72 I 9.73 0.00 1 0.00 10.00 ! 0.00 I
Reach 1 I 1 1 1 1 1 I
Segment 1 1 1.901 5.301 0.301 1 1.42 1 0.30 1 0.38 1 2.58 I 2.88 0.00 1 0.00 1 0.00 1 0.00 I
Reach 2 I 1 1 1 1 1 1
I I 1 1 1 1 I I 1 1 1 1
Segment 1 1 0.90! 11.501 0.389 1 1.30 1 0.34 10.42 1 7.22 1 8.05 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 I 1 I 1 1 1 1
Segment
Waste 1
Headwaters!
Tributary 1
* Runoff 1
1 Flow
I
1 cfs
1 Reach 1
0.775
6.100
0.0OO
0.375
1 CBOD
1 mg/1
1135.000
1 2.0OO
1 0.000
I 2.000
Segment 1 Reach 2
Waste i 0.000 1
Tributary 1 1.200 1
* Runoff 1 O.740 I
Segment 1 Reach 3
Waste 1 0.000 I
Tributary 1 0.000 1
* Runoff 1 0.190 1
I
I
1
I
1
1
1
1
1
1
0.000 1
2.000 I
2.000 1
NbOD 1 D.O.
mg/1 1 mg/1
0.000 1 0.000
0.000 1 9.200
0.000 1 0.00O
0.000 1 9.200
0.000 I
0.000 I
0.000 1
0.000
9.2O0
9.2O0
0.00O 1 0.000 1 0.000
0.000 1 0.000 1 0.000
2.000 1 0.000 1 9.200
* Runoff flow is in cfs/mile
I
II
1
I
030301
C
6.1

1 Seg # 1 Reach # 1 Seg Mi 1 D.O. CBOD 1 NBOD 1 Flow
1 1 0.00 6.82 24.60 0.00 2.67
1 1 0.08 6.72 24.18 0.00 2.68
1 1 0.16 6.65 23.77 0.00 2.69
1 1 0.24 6.58 23.37 0.00 2.70
1 1 0.32 6.54 22.97 0.00 2.71
1 1 0.40 6.50 22.59 0.00 2.72
1 1 0.48 6.47 22.20 0.00 2.73
1 1 0.56 6.46 21.83 0.00 2.74
1 1 0.64 6.45 21.46 0.00 2.75
1 1 0.72 6.44 21.10 0.00 2.76
1 1 0.80 6.44 20.75 0.00 2.77
1 2 0.80 6.58 18.38 0.00 3.17
1 2 0.90 6.36 17.92 0.00 3.19
1 2 1.00 6.15 17.48 0.00 3.21
1 2 1.10 5.97 17.04 0.00 3.23
1 2 1.20 5.82 16.62 0.00 3.25
1 2 1.30 5.68 16.20 0.00 3.27
1 2 1.40 5.55 15.80 0.00 3.29
1 2 1.50 5.44 15.41 0.00 3.31
1 2 1.60 5.35 15.03 0.00 3.33
1 2 1.70 5.27 14.66 0.00 3.35
1 2 1.80 5.21 14.30 0.00 3.37
1 2 1.90 5.15 13.95 0.00 3.39
1 2 2.00 5.11 13.61 0.00 3.41
1 2 2.10 5.07 13.28 0.00 3.43
1 2 2.20 5.04 12.95 0.00 3.45
1 2 2.30 5.02 12.64 0.00 3.47
1 2 2.40 5.01 12.33 0.00 3.49
1 2 2.50 5.01 12.03 0.00 3.51
1 2 2.60 5.01 11.74 0.00 3.53
1 3 2.60 5.01 11.74 0.00 3.53
1 3 2.70 5.28 11.53 0.00 3.54
1 3 2.80 5.52 11.33 0.00 3.55
1 3 2.90 5.73 11.13 0.00 3.55
1 3 3.00 5.91 10.93 0.00 3.56
1 3 3.10 6.08 10.74 0.00 3.56
1 3 3.20 6.22 10.55 0.00 3.57
1 3 3.30 6.35 10.36 0.00 3.58
1 3 3.40 6.46 10.18 0.00 3.58
1 3 3.50 6.56 10.00 0.00 3.59
Seg # 1 Reach # ; Seg Mi ► D.O. 1 CBOD 1 NBOD 1 Flow

Seg #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Seg #
Reach #
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
Reach #
t Seg Mi
0.00
0.08
0.16
0.24
0.32
0.40
0.48
0.56
0.64
0.72
0.80
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.O0
2.10
2.20
2.30
2.40
2.50
2.60
2.60
2.70
2.80
2.90
3.00
3.10
3.20
3.30
3.40
3.50
1 Seg Mi
D.O.
8.16
8.32
8.45
8.57
8.68
8.78
8.86
8.94
9.01
9.07
9.12
9.13
9.11
9.08
9.06
9.04
9.03
9.01
9.00
8.99
8.98
8.97
8.96
8.96
8.95
8.95
8.95
8.95
8.95
8.95
8.95
9.03
9.10
9.16
9.22
9.28
9.32
9.36
9.40
9.44
D.D.
CBOD
16.99
16.85
16.71
16.56
16.42
16.29
16.15
16.01
15.88
15.75
15.62
13.67
13.48
13.30
13.12
12.94
12.77
12.60
12.44
12.28
12.12
11.96
11.81
11.66
11.51
11.36
11.22
11.08
10.94
10.81
10.81
10.73
10.66
10.59
10.52
10.44
10.37
10.30
10.23
10.16
CBOD
I NBOD
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
O.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
((0.00
\� . 00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NBOD
Flow 0
6.88
6.91
6.94
6.97
7.00
7.03
7.06
7.09
7.12
7.15
7.18
8.38
8.45
8.52
8.60
8.67
8.75
8.82
8.89
8.97
9.04
9.12
9.19
9.26
9.34
9.41
9.48
9.56
9.63
9.71
9.71
9.73
9.74
9.76
9.78
9.80
9.82
9.84
9.86
9.88
Flow !