NC0025461_Wasteload Allocation_19840406

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0025461
Bakersville WWTP
Document Type:
Permit Issuance
Wasteload Allocation .
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Special Order by Consent (SOC)
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
April 6, 1984
This document is printed on reuse paper - ignore any
content on the rezrerse side

Engineer.
Date Rec .
a)
Cm.
Facility Name:
Existing
Proposed
I1
l
NPDES WASTE LOAD ALLOCATION
Permit No.: NG00r25"1"6/
2D 3-q
Date •. 3`8- 0471
Pipe No.: Oo / County : /d*,71C,h4.///
Design Capacity (MGD) : O.O7S's _..e Industrial (% of Flow) : Al/A Domestic (% of Flow) : /00 72
Receiving Stream: C'ANe. eR.esi Class :0-4g-4 + Sub -Basin : l -O3- 06
Reference USGS Quad./,,gk,.,,-110;n ,A.J.L- (Please attach) Requestor • f11k P Regional Office ,-4S'I 1l /4-
CG up S vnl
(Cuideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: TLo c'e. Drainage Area: 7 -- wtiZ
, Avg. Streamflow 5-2 c Cs
7Q10: 2-1, S Winter 7Q10: 30Q2 : q,e)
+: Slo e�
y p:
Location of D.O.minimum (miles below outfall): 0
E Velocity (fps): O,2_(O Ki (base e, per day, 20°C): b - `4 K2 (base e, per day, 20°C): 1 -3-7-
0
0
Effluent
Characteristics
Monthly
Average
Comments
t15b
30
vk3(
5
T3
30
0"3
t--
e,-1
SI1
tc7o c.)
/(015 its-(
�e_s c_(
H o
Lla l
Original Allocation
Revised Allocation
`onfirmation
Prepared By:
ET
lI
�► — .� d ���ce
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
(-p_6,,_0, c cAnD
Reviewed By: /
Date: 44,-it/

REQUEST NO, : 5t)
:::: ********* :.*** :i:: wASTELOAr. ALLOCATION ;1F'F'RO!VA!.. FORM *** *******:**** *** : *
FACILITY NAME BAKE.RSVIL.LE
TYPE OF WASTE a DOMESTIC
COUNTY MITCHI: LL..
REGIONAL OFFICE ASHEVIL.L..E
RECEIVING STREAM CANE CREEK
701.0 Y 4,5 CFS W7Q10
DRAINAGE AREA : 23 SCa,.MI,
CFS
REQUES.TOR MIKE PARKER
SUBBA'SIN : 040306
3002 CFS
STREAM CLASS 2 C—TR
*:**'******:******* ***M* RECOMMENDED EFFLUENT LIMITS***********:****:* *** ****
O t-
Mae
WASTEFL.'0W(S) (M:3t') ,O25 LIMITS APPLY TO WINTER AND
DOD-5 (MO/L) 30 SUMMER
NH3-_N (MG/L.) ���
t,00 (MO/L) I C( 1,w.�-k- ci
PH (SL1) : 6-9
FECAL. COLIFORM (/100ML) I 1.000
TSS (MG/L..) 0 30
IRS CL.-• (UO/L) o 1410
*:**.*;**;*;*****;**:*::**:*****************'*********%t****:***************************)K****
FACILITY IS t PROPOSED ( ) EXISTING (✓) NEW ( )
LIMITS ARE : REVISION (✓) CONFIRMATION ( ) OF THRSF PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BYi
MODELER
SUF'ERVI SOR,MODEL.IN0 Gyyp
REGIONAL SUPERVISOR
PERMITS MANAGER
DA T E
✓ '.
.. ECG F . -- ..................Li i`7 T F.

2c.D
g. c�:�.�r'S J •`lKL
-tre) cer
LeAt= zA tc1
i A • -- 2'S
Q16*-
144to _ 4,5
4-4 to Zo
a — 2.3
L— 2 , o w..
c0

** MODEL 'SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
BAKERSVILLE
CANE CREEK
4.5 C F S
20 I'E.}7REEG C +
SUBBASTN « 040306
STREAM CLASS: C-TR
WINTER 7010 CFS
WASTEFLOW « .075 MOD
1 LENGTH !SLOPE. 1 VELOCITY !DEPTH ! K1. 1 Kri 1 SOD 1 K2 1 NetPS 1
!MILES 1 FT/MI 1 FPS 1 FT 1 /DAY 1 /r1AY 1 MG/M2r11 /LIAY 1 MG/1../r11
SEGMENT 1
REACH .1.
2.001 43.301
1 1
0.210
1 1 1 1
1 1.24 1 0.44 1 0.00 1
1 1 1 1
1 1 1
0+01 16.371 0.001
! 1 1
SEGMENT
ALL RATES ARE AT 20 DEGREES C +
*** INPUT DATA SUMMARY *; *
FLOW 1 CBOI1 1 NBOI1 1 D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
I REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0+116 11.10.000
4+500 2.000
0.000 1 0.000
0.200 2.000
0.000
0+000
0+000
0+000
0+000
8.300
0.000
8.300
RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER :BAKERSVILLE
RECEIVING STREAM :CANE CREEK
**********************************************************************
THE END D.O. IS 9.1.0 MG/L
******************************)K*****************fit*********************
THE END CBOD IS 3.49 MG/L
************}K*********************************************************
THE END NBOD IS 0.00 MG/L
****************************** K********* *** *** ************k *: ******
THE D.O. MIN. OF SEGMENT 1 IS 8.09 MG/L
THIS MINIMUM IS' LQCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN 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. D. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.075 MGD
'*:**:******************************************************************

********** MODEL RESULTS sic*.4*4...*.i *
DISCHARGER «BAKERSVILLE:
RECEIVING STREAM :CANE CR.
*******************************************.****4**.****************..4*
THE END D.O. IS 8.72 MG/L
**********************************************************************
THE END CBOD IS 2.60 MG/L
4*******.*************************************************************
THE END NBOD IS 0.00 MG/L
*******************************************************.**.****:4******
THE D.O. MIN. OF SEGMENT 1 IS 7,86 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'QINT 0
WHICH IS LOCATED IN 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 MO/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0+0425 MOD
********************************************.****************.******* ;'•
DISCHARGER « B tKER V ILLF_
RECEIVING STREAM CANE CR.
WASTEFLOW .0425
1 SEG NO 1 REACH 1 SEG MI 1 DO 1 CBOD 1 NBOtI 1 FLOW 1
1 1 1 1 1 0.001 7.861 3.561 0,001 4,571
1 1 1 1 1 0+101 8+191 3+501 0,001 4.591.
1 1 1 1 1 0+201 8.391 3.451 0.001 4.611
1 1 1 1 1 0.301 8.511 3.391 0.001 4,631
1 1 1 1 1 0.401 8+581 3.341 0.001 4+651
1 1 1 1 1 0.501 8+631 3.281 0.001 4.671
1 1 1 1 1 0+601 8+661 3.231 0.001 4.691
1 1 1 1 1 0.701 8.671 3.181 0.001 4.711
1 1 1 1 1 0.801 8+691 3.131 0.001 4,731
1 1 1 1 1 0.901 8.691 3.081 0,001 4.751
1 1 1 1 1 1.001 8.701 3.031 0,001 4.771
1 1 1 1 1 1.101 8.701 2.991 0.001 4.791
1 1 1 1 1 1.201 8.711 2,941 0.001 4.811
1 1 1 1 1 1+301 8+711 2.901 0.001 4.831
an, 1 1 1 1 1 1+401 8.711 2.851 0.001 4.851
1 1 1 1 1 1+501 8.711 2+811 0.001 4.871
1 1 1 1 1 1.601 8.711 2.761 0,001 4.891
1 1 1 1 1 1.701 8.711 2.721 0.001 4.911
1 1 1 1 1 1+801 8.721 2.681 0.001 4.931
1 1 1 1 1 1.901 8.721 2.641 0.001 4.951

1 2.001 8.721
2.601
0.001 4.971
*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE 3
BAKERSVILLE
CANE CR.
4.5 CFS
22 DEGREES C.
SUDBAS I N t 04030,.E
STREAM CLASS: C-TR
WINTER 7010 2 CFS
WASTEFLOW .0425 MGD
1 LENGTH 1 SLOPE 1 VELOCITY !DEPTH 1 K1 1 Kn 1 SOLD I K2 1 NetPS I
!MILES !FT/MI 1 FPS 1 FT I /DAY 1 /DAY 1MG/M2DI/DAY IMG/L/DI
SEGMENT 1
REACH 1
1 1 1
1 2.001 43.001
1 1 1
0.208
1 1
0.49 1 0.00 I
1 I
1 1 I
0.01 16.841 0.001
1 1 1
ALL RATES ARE AT 22 DEGREES C.
ANALYSIS WITH ADDITIONAL_ DISCARGE (.0038 MOD)
** INPUT DATA SUMMARY ***
FLOW 1 CBOT 1 NBOD I D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
0.066 1110.000
4.500 1 2.000
0.000 1 0.000
0.200 1 2.000
0.000
0.000
0.000
0.000
5,000
7.900
0.000
7.900
RUNOFF FLOW IS IN CFS/MILE

#** :: #*## MODEL RESULTS ##*##*# ###
:DISCHARGER : Uake rsv i ].1 e
RECEIVING STREAM :CANE CR:
*****##*#********** K##*#####***** C###?K*****#: #### :#######:K: ####### C###
THE END M. 1S 8+72 MG/L
######************####**######*****####**##*******##*#*###**#*********
THE END CBOD 1S 2+50 MG/I..
###*#*********######***********##*#*#*******##*###*#**######*#**:**#***
THE END NBOD 1S 0+00 MG/L
***********************************************#*******#*** *********
THE D + 0 + MIN + OF SEGMENT 1 IS 7 + 86 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WL i FOR SEGMENT 1 REACH 1 IS 11.0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NSOL'
THE REQUIRED EFFLUENT D+O+ IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1. IS 0 + 038 7 MGD
********************#******###**************#*##*#*#######**#*###*****

i I.SCH tRGEE
RECEIVING STREAM
WASTEFLOW
BANERSWILLE
CANE CR.
+0387
SEG NO 1 REACH 1 SEG HI 1 L+0 1 CBOE' 1 NBOD 1 FLOW 1
1 I 1 1 0.001 7.861 3+421 0.001 4.561
1 1 1 1 0.101 8.191 3.371 0.001 4.581
1 1 1 1 0.201 8.391 3.311 0.001 4.601
1 1 1 1 0.301 8.511 3.261 0.001 4.621
1 1 1 1 0.401 8.591 3.211 0.001 4.641
1 1 1 1 0.501 8.631 3.161 0.001 4.661
1 1 1 1 0.601 8+661 3.111 0.001 4.68!
1 1 1 1 0.701 8+68 1 3.061 0.001 4.701
1 1 1 1 0+801 8.691 3.011 0.001 4.721
1 1 1 1 0.901 8.701 2.971 0.001 4.741
1 1 1 1 1.001 8.701 2.921 0.001 4.761
1 1 1 1 1.101 8.711 2.871 0.001 4+781
1 1 1 1 1.201 8.711 2.831 0,001 4.801
1 1 1 1 1.301 8.711 2,791 0.001 4.821
1 1 1 1 1.401 8.711 2.741 0,001 4.841
1 1 1 1 1.501 8.711 2.701 0.001 4.861
1 1 1 1 1.601 8+721 2.661 0.001 4.881
1 1 1 1 1.701 8.721 2.621 0.001 4.901
1 1 1 1 1.801 8.721 2.581 0.001 4.921
1 1 1 1 1.901 8.721 2.541 0.001 4.941
1 1 1 1 2+001 8.721 2.501 0.001 4.961

f
�1'4
*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
BAI ERSV I1..1.. E
CANE CR4
4+5 CFS
22 DEGREES C.
SUBBASIN
STREAM CLASS:
WINTER 7010
WASTEFLOW
1 LENGTH ! SLOPE 1 VELOCITY !DEPTH ! K:k
IMILES IFT/MI 1 FPS 1 FT I /LiAY
SEGMENT 1
REACH 1
1 1
2.001 43.001
I 1
040306
C—TR
CFS
.0387 MOD
Kri 1 SOD 1 K2 I Nc tPS 1
/TiAY l MG/M2T! 1 /TRAY I MG/L/LI l
1 1
0.208 I 1.23 1 0 4 48
1
0400 I
I l 1
0.01 16.831 0.001
l I 1
ALL RATES ARE AT 22 DEGREES C.
ANALYSIS WITHOUT INCREASED DISCHARGE.
*** INPUT DATA SUMMARY ***
FLOW 1 CBOL+ 1 NBOD I D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT 1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFI-
0.060 1110.000
4.500 1 A 4 000
0.000 I 04000
04200 l 2+000
0.000
0+000
0.000
0«000
54000
74900
0.000
+ 900
* RUNOFF FLOW IS IN CFS/MILE