NC0026000_Wasteload Allocation_19830316

NPDES DOCUMENT KCANNINO COVER SHEET
NC0026000
Tabor City WWTP
NPDES Permit:
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:
March 16, 1983
This document is printed an remise paper - ignore any
content on the rew-exse side

NPDES WASTE LOAD ALLOCATION
43, Facility Name:
P !i¢�� G' 7y
r
Existing
Proposed
a
Permit No •
Pipe No.:
Engineer
Date Rec.
r
#
-iQ
, --9.
-?CYO
Date* -7/L7&.3
County: _ ( oG 4,441,911S
Design Capacity (MGD): /' / Industrial (% of Flow): Domestic (% of Flow): % oo
Receiving Stream: T64>ii., 11.6 4,s/s/! Class : !-swp Sub -Basin • 4 3 - 6 7 —.S7
evI
Reference USGS Quad • 11/ (Please attach) Requestor • Kr7/ i� �q �r� Regional Office
d
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Pp F
a Velocity (fps):
0
N
0
1.
4)
C/)
Design Temp : aG ° C Drainage Area: (NA rn. Avg. Streamflow:
7Q10 • _ 0-0 C'is Winter 7Q10: 30Q2
Location of D.O.minimum (miles below outfall): > G. 2 Slope. . 3.41 -fr. /rnc
O • I Kl (base e, per day, ' S0C) : 6 • `'« K2 (base e, per day, C) • 6.70
Effluent
Characteristics
Monthly
Average
Comments
BUDS
tv 1-13 - lJ
I'll I
Do
( rn8/)
TSS
3 b "1/1
ec1-1
cobr,
fpoo/(OO rnI
ON
t 6- a.,5 5 U
I
Confirmation Ear
Prepared By: I�UZUr�
Original Allocation
Revised Allocation
Date(s) of Revision(s)
Effluent
Characteristics
Monthly
Average
Comments
(Please attach previous allocation)
Reviewed By:
(/177,�,,�,c'lsL410'� Date: 3 /%

v
Est Cum
REQUEST NO.
704
********************* WASTELOAD ALLOCATION APPROVAL FORM *
FACILITY NAME TABOR CITY WWTF
TYPE OF WASTE I DOMESTIC
COUNTY : COLUMBUS
REGIONAL OFFICE ; WILMINGTON
RECEIVING STREAM TOWN CANAL
7010 : 0.0 CFS W7010
DRAINAGE AREA : 0.4 SN.MI.
CFS
MAR 21 1983
WILMINGTON REGIONAL OFFICE
DEM
REQUESTOR : REGGIE BAIRD
SUBBASIN YAD57
3002. : CFS
STREAM CLASS : C--SWF'
************************ RECOMMENDED EFFLUENT LIMITS *:**********************:*
WASTEFLOW('S) (MOD) 1.1
00D— (MG/L) a 5
NH3--N (MG/L) . 2�
D.O. (MG/L) ; 6
PH (SU) . 6"'8 .:3
FECAL. COLIFORM (/1O0ML). 1000
TSS (MG/L) 30
************** **::*:;ir******************************:*****:*******:****************,**
FACILITY :IFS ; PROPOSED ( ) EXISTING ()
LIMITS ARE : REVISION ( )CONFIRMATION ( OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUi='ERVISOR,MODELING GROUT'
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY 8
DIVISION DIRECTOR
2_ `
..-DATE « 5.2.-`6._..
1� __
V
..D;�TE ; 3 �"V� _.2
DATE :._ g/Z

c\o97. 5r1oc..1
DA
Qm. r to
>q
1-0 r e 3
Town CkLtycil 4 pEll SLAT
1
---:
Tc)crca.4
„
q= \ t-nclo
Q5r
70'
i?-() -- /0“.
'7
c.Q.10 7. 7155
= .Ai 01;
7C.0 r 0
_q r Issetz -
ax‘akt:Ls

********** MODEL RESULTS ********
DISCHARGER :TABOR CITY WWTP
RECEIVING STREAM ;TOWN CANAL
************:**********************************************************:
THE END D.O. IS 5.06 MG/L
THE END CBOD IS 7.13 MG/L
***************************t****************************************•**
THE END NBOD IS 0.00 MG/L
***************************************:**************:fit******fit********
THE D.O. MIN. OF SEGMENT 1 IS 5.06 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0.3
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 9 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 SEG 1 REACH 1 IS 1.1 MGD
**********************:************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
*** MODEL SUMMARY DATA ***
TABOR CITY WWTF'
TOWN CANAL
0,0 CFS
26 DEGREES C.
SU88ASIN 4 YAtt57
STREAM CLASS: C-SWP
WINTER 7010 : CFS
WASTEFLOW 1.1 MGD
I LENGTH 1 SLOFE I VELOCITY I DEPTH I K1 I Kr I Kr: 1 K2 1 Oro I
!MILES IFT/MI I FPS I FT 1 /LAY l /DAY I /DAY 1 /DAY I CFS/MI I
SEGMENT 1
REACH 1
1 1 1
I 0.801 3.401
1 1 1
0,10
1 1 1 I I l 1
11,07 1 0,48 1 0,48 10,00 1 0.70 10,00 I
1 1 l 1 1 1 1
ALL RATES ARE AT 26 DEGREES C.

*** INPUT DATA SUMMARY ***
FLOW 1 CBOII 1 NBOD 1 D.O. 1
•CFS 1 MO/L 1 MG/L 1 MG/L 1•
SEGMENT 1 REACH 1 1 1 1 1
WASTE 1 1.71 1 9.00 1 0.00 1 6.00
HEADWATERSI 0.00 1 0.00 1 0.00 1 0.00
TRIBUTARY 1 0.00 1 0.00 1 0.00 1 0.00
RUNOFF * 1 0.00 1 0.00 1 0.00 1 0.00
* RUNOFF FLOW IS IN CFS/H]:LE: