NC0004952_Wasteload Allocation_19790103

NPDES DOCUMENT SCANNIN11 COVER :MEET
NPDES Permit:
NC0004952
Celanese Shelby Facility
Document Type:
Permit Issuance
Wasteload Allocation `:
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
January 3, 1979
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content on the reirerse side

NPDES WASTE LOAD ALLOCATION
Rowing on Reverse ide
' VSOlier
Facility•Name: FIBER I000sTgi[s
ING.
Date: II-14- 79
County: CLEVEL4*s7 Permit No.: PC 00041S2 Pipe No.:
Receiving (A ream: BO F P4 Lo CRE CIC. Class: " C. l!
AV
Design Capacity (MD); '.0•8S Design Temp.: 24 Requestor: 71Z AAITC1iE1.4. ARD
i
Sub -basin: 03. 0F}'• O S Drainage Area: iG O..2 7Q10: Z cr
Class:
Limits (circle one) : Effluent or (Water Quality Avg. Stream Flow: DO Sag Pt. (mi. )
Other Stream Affected:
Effluent
Characteristics
Monthly Average
Weekly Average
Max. Daily Avg,
Max;mum
Itjumum
Conc.
,
Load_,
Conc,
Load,
Conc.
Load.
Conc,
Load,
Conc,
Load.
BOD,.
* '7 0-„ /.t.
,
l ,
Fecal Coliform
-
,
Disolved Oxygen
-
No i
_
E . T7L
e.
a.,_ ,r[,v,..e4
„" 1J,..
, v
.Q :.--
Total SS
90
t
.1.4 4:s- . J
r' aFr e,g,,,..,:
..
olg,e,.td..,,
-
o-, -7.,7
->~•.) t J_
NH3-N
114,
-
6 P
,
7-. 4 tL4.
,G.,..,: ...—.
-..,>t
A.-s.d 0,, it
r T
" 04
pH (range)
4 -I S.W.
;
e -:.- �%r%
cati�
' 6 PT s
a }4, a,.,..
icat..
0_,4_44 ,,,,IZ
r4,
COD( ii)
14 8
F
car,..
.1.,
,
6Pp3r (1►,0
o.2s
_
Lives (la)
,
o'25-
awrc-(-nv1/..t)
0,8
*OA', 000142-Lilt
,
.
'
—
Prepared by: ` J-OF
Reviewed by:
Date:
IS -3/78

LOCATION FORM
Facility Name:
County: 0-LEU E
Permit No.: /k\e 000 q7s
P .r-pared by: TI M c 7c-4e_ c—c ',kW Date :30. 124 /'7
1
:
Community Name: (1(Q_Q_l
Coon,
River Basin Code : O 3 DS �0 (05—Sub—basin Code:
.Facility SIC Code: ( I� (2 I eR
i
201 Planning Area Code:
() 3 Q0 Mini —basin Code:
Latitude of Primary Discharge Pipe: Degrees: 3 Minutes: l 0 Seconds: 5-47
Langitude of Primary Discharge Pipe: Degrees: Minutes: Seconds:

6(PDA TE_
42Lt cAn6s..4-..,_
11A.#-• d4r471&
dLL,f&Zca-
4,t,
,L f A
[4.4

Not"
u
gto
e
a
SOURCE OF POLLUTION: Fi8AF2 INbNs.rR/Es , rNc.
Areawide (208) Planning Area: 'Le-h..
Facilities (201) Planning Area: lt.ot cht.:A4tAt
ASSIMILATIVE CAPACITY EVALUATION \
LEVEL "B" ANALYSIS 1
SLR "4
P
n.. 2s1117�
Flow (4)
0 Y, (ibiLia)
cab "
TSS ( "
ca.Pr„ (I11'4
4A4,1,(Ibicl&I)
Dm _ d2 x gpps
160 r -z
I , i 14. G, - S . C ,
100
100
100•
z0a
.
80
70
60,
60
sQ
30
\
,
Deslgn Flow [mad]
A.
B.
Classification:
7/10 Flow (cfs)
ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
RECEIVING STREAM SCjPf,U D CIE
L
2.4
7, 0
Elevation @ Discharge Pt. (ft) ‘ D O
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (0C)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e
Min. Daily Avg. D.O. (mg/1
Upstream Quality -
BODu (mg/1)
D.O. mg/1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)-
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.) !o -
D(( 9��i}
U1 ro w, 14 w,
t1.1c
1. I
2-
o.ES
rta
1.0 DvL.t- = 2 )c. 3 o t .
748
O. Lsr
O.LS
o,S
6..2,_;700 art rA;r. 7,k4„A„z_L, - otal
wX-,r—f4i8 #
Lwt SO k f 1..di,w'.�-Q �' ^"a , S /�duLB �/' f .a,t ��� [►-6-�-
/ll flit/7LS�l7V�
090 . G��
,14
4U(
t
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
g-2 4--91
�FJ
1
PAGE
cr8 05
SECOND UPDATE
THIRD UPpAn*