NC0004405_Wasteload Allocation_19860617

NPDES DOCUHENT SCANNING COVER SHEET
NPDES Permit:
NC0004405
Document Type:
..Y
Permit Issuance
Wasteload Allocation '-
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Other [rating sheet]
Speculative Limits
Instream Assessment
(67b)
Environmental Assessment (EA)
Permit
History
Document Date:
June 17, 1986
This document is printed on reuse paper - ignore any
content on the reYerse side

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NPDES WASTE LOAp ALLOCATI
Facility Name:
(� r CS � , `ct / 'N`•• Date S —/ 2-' 2-{0
�-t, � -n �5
Engineer ' �
12.C46 s//z/g6
Dat Rec.
3/7
Existing ( 1 /�
Proposed O Permit NO.: ,N C o z' a G 5 Pipe No.: 0 0 1 County:
Design Capacity (MGD) : 1t —7 5 Industrial (% of Flow) : V is Domestic (% of Flow) : 11,r50.
Receiving Stream:
Class: fci `1�L
Sub -Basin: D 3 d E O
Reference USGS Quad: lr- 1 I Aig (Please attach) Requestor: c�� `��2c�h Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
/1R
Design Ttmp.: Drainage Area (mi2): 219,
7Q10 (cfs) , ( Winter 7Q10 (cfs) I i Z
Location of D.O. minimum (miles below outfall):
Velocity (fps) :
Kl (base e, per day):
Avg. Streamflow (cfs):
30Q2 (cfs) f 3q
Slope (fpm)
K2 (base e. per day):
�(A
Effluent
Characteristics
Monthly
Average
Gamment-a-
3 o < (- .()
43g
, 657
(3o/ •s Y-,
e.c c,-Yn�7 A �!'rt..... ` /' 'iOJ,
1 I D66
)
26©0
-A� 1 - `'-' K64
" 1 Q
"AU.,O ,
6 .'r
p -
Cab ( 1
Q) 5-0
_ 1s cce e)
Comments :-fie.
ation 0
ed By: L2G---.04 Y c.�(a/�
Effluent
Characteristics
Reviewed By:
�l ,'onthly
i'.verage
3 1-
A,
Date:
6/7/6qa
-6Y

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
Average
Comments
'Co 65
1°3'!, 5 '6ta
a°7' lb/d
C'_o D
1 50 IbiA,
Ig 1 o b 1ba
75 5
Y03.5 i'fA
5(o0 NJ
5; 1-dg .
,
3/, 5 �/d
( 3 t4,/
pl, Q
1545 /d
3/ , 5 iqd
15. -)5 /bid
31, S
r 1 Q C ,-
l
6-2sk
6--Ysc,
Type ofProduct Produced
Lbs/Day Produced
Effluent Guideline Reference
CvOVQ-r„ Jb / ( i'� ,a
315 o bo
7 J U , y Q (& )

`
--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Request No. : 317O
Facility Name : CLIFFSIDE SANITARY DISTRICT
Type of Waste : 65 % TEXTILE 35% DOMESTIC
Status : EXISTING
Receiving Stream : SECOND BROAD RIVER
Stream Class : WS-III
Subbasin : 030802
County : RUTHERFORD Drainage Area (sq mi> : 219.6
Regional Office : ARO 7010 (cfs) : 62.1
Requestor : LISA CREECH Winter 7010 (cfs) : 91.2
Date of Request : 5/12/86 3002 (cfs) :
Quad : COWPENS Average Flow (cfs) : 312
RECOMMENDED EFFLUENT LIMITS
: MO. AVG DA. MAX
Wasteflow (mgd) : 1.75
5-Day BOD (mg/1) : 438 657 (30/45 MG/L)
Ammonia Nitrogen (mg/1) :
Dissolved Oxygen (mg/l) :
TSS (mg/1) : 438 657 (" ")
Fecal Coliform (#/100ml): 1000 2000 WQ
pH (SU) : 6-9 6-9 WQ
Res. chlorine (mg/1) : .3 .5 bpj
_______________________________________________________________________________
��
___________________����_cr�._���_c-�COMMENTS ------------
COD (#/D) 9450 18900 410.42(A)
Sulfide (#/d) 31.5 63 410.42(A)
Phenols (#/d) 0.35 0.35 WQ (`.o
T. chromium (#/d) 14.15 14.15 WO 0
INCREASE IN PRODUCTION.
Recommended by _
Reviewed by:
Tech. Support Supervisor______
^0/
~�m��^~''~^ ~~��'
`^~~
T
/"Permits & Engineering
/
,.-Y C-C
jUN 1 }986
«vc./ern Regional Cn/hco

*** MODEL SUMMARY DATA ***
Discharger CLIFFSIDE SANITARY DISTRICT
Subba s i n 030808
Receiving Stream SECOND BROAD RIVER Stream Class: WS--III
7010 62.1 Winter 7010 : 91.2
Design Temperature 24 °C 3002
:LENGTH:SLOPE 1 VELOCITY :DEPTH ; K1 1 K1 1 K2 1 K2 : KN 1 KN KNR KNR
mile eft/mi 1 fps 1 ft 1 /day 1 820° 1 /day ; 820° 1 /day : 820° ► /day 1 220°
Segment 1 1 3.001 5.001 0.605 ; 2.67 1 0.46 1 0.38 ► 2.90 1 2.66► 0.00 1 0.00 1 0.00 1 0.00
Reach 1 I
*** INPUT DATA SUMMARY ***
3o xz� ga Ggor�
) 4 LJ &j r c
Flow 1 CBOD NBOD D.O.
cfs mg/1 : mg/1 mg/1
Segment 1 Reach 1 1
Uaste 1 2.712 :110.000 1 0.000 1 6.000 1
Headwaters: 62.000 1 5.000 1 0.000 7.650
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
f Runoff 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff flow is in cfs/mile

^
`
---- MODEL RESULTS
DISCHARGER : CLIFFSIDE SANITARY DISTRICT
RECEIVING STREAM : SECOND BROAD RIVER
THE END D.O. IS 7.81 MG/L
THE END OBOD IS 8.17 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 7.31 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 3.00
WHICH IS LOCATED %N REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS. 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING GE8 1 REACH 1 IS 1.75 MGD