NC0058891_Wasteload Allocation_19840501

NPDES DOCUMENT SCANNING COVER SHEET
NC0058891
Valley Creek WWTP
NPDES Permit:
Document Type:
Permit Issuance
Qa.oad Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Denial
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 1, 1984
Thine document is; printed oa reuse paper - ignore any
content oa the re Terse side

Facility Name:
Existing
Proposed
1
A-N„ e G„GALS
NPDES WASTE LOAD ALLOCATION
ke - Pat'1- r s k>
Permit No.: A/c 6-gF9
Pipe No. :
Engineer
Date Rec. I #
I.O
3 - 3d 8C05
Date•
County • G7/a /aale7
Design Capacity (MGD): Q. 9C Industrial (% of Flow): Domestic (% of Flow): / o t9
Receiving Stream: la I 1 ' y (.7i r' PClass: - %r Sub -Basin: v'4 - 2 —
Reference USGS Quad: 0c4S (Please attach) Requestor /►`� ‘-`6�% Regional Office e vI
CILNE.
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: :IC c_ Drainage Area: 1,0 Z Avg. Streamflow: 7 • 1 <- -(2j
7Q10: O 2A' Winter 7Q10: 0 c2cS 30Q2 • 45, 6 Cos
Location of D.O.minimum (miles below outfall): e5 Slope. 66s Cr,-
E
0
0
N
21.
4.1
y
Velocity (fps) : b , 2 't2
K1 (base e, per day, 2,0°C) :
0.6
l
K2 (base e, per day, 20°C)• ' D
Effluent
Characteristics
Monthly
Average
Comments
-136'05-
SI)
h5( i
i 5S
3 0
751
'C'PC0.0 C
IOA -
(000
iioC w�C
1Q44 C -(-
GG
' 4
j Q
2
Original Allocation
Revised Allocation
Confirmation
I1
U
Effluent
Characteristics
Monthly
Average
Comments
4:1-
(1;!r
0. F [ r `� �
ro
Y' A
VA, ..
'h
1
la
a
Date(s) of Revision(s)
(Please attach previous allocation)
0
Prepared By: % c <0 (1. .c0C Reviewed By: A/tA
Date:

REQUEST NO.
265
******fir:************** WASTEI...OAD ALLOCATION APPROVAL FORM *'tt******************
FACILITY NAME
TYPE OF WASTE
EC)LJNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : .28 CFS
DRAINAGE AREA
KENT-WEST PARTNERSHIP
DOMESTIC
•
• WATAUGA
ASHEVILLE
• VAI...L..EYCREEK
W7010 : .34 CFS
: 1..0 SQ.MI.
REOUESTOR
HELEN FOWLER
SUBBASIN : 040201
3002 : .69 CFS
STREAM CI ASS : C-TR
**:******************** RECOMMENDED EFFLUENT LIMITS ***:***:*****************
WASTEFL..OW (S )
BOD-S
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
RES CL.-.
(MOD)
(MG/L) :
(MG/L) :
(MG/L) :
( S U )
(/100ML):
(MG/L) :
(UG/L) :
.'
30
6
6-9
1000
30
3
I,.!MITS AF'F'I..Y TO BOTH SUMMER
AND WINTER.
********************************************** *** 14****t*********t***Mt** t*
FACILITY is : F'ROFOSED (✓/) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE F'RF.VIOUSIY ISSUED
REV'IEWECI AND RECOMMENDED BY:
01'ELER
SUF'ERVISOR,MODELING GROUP
iL4
REGIONAL. SUPERVISOR
PERMITS MANAGER
DATE :

L' 1 My
•
'" —
D
W.F.—
o 0.2 .9
wq-a.to = 0,3
..
.4
- ©
”-ap T.oy41
318 +• 15
--2At_`{0-I-.25—
. 0 0 -F-. 3 1—
1

*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
KENT-WEST PARTNERSHIP
VALLEY CREEK
.28 CFS
20 DEGREES C.
SI.JBBASIN I 040201
STREAM CLASS: C-TR
WINTER 701. 0 : .74 CFS
WASTEFL.OW : .9 MOD
I LENGTH I SLOPE: 1 VELOCITY 'DEPTH 1 Kt 1 Kri I SOD 1 K2 1 NetPS I
(MILES IFT/MI 1 FPS 1 FT 1 /DAY 1 /DAY IM0/M2DI/DAY IMG/L./DI
1 1 I 1 I 1 I
SEGMENT 1 1 0.351685.001 0.272 1 0.64 0.60 1 0.00 1
REACH 1 I 1 I 1 1 1 I
I 1 1
0.01 50.001 0.001
1 1
ALL RATES ARE AT 20 DEGREES C.
*** INPUT DATA SUMMARY ***
FLOW 1 CT OD
CFS 1 Marl.
NBOD 1 D.O.
MC/L 1 Mr,/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
1.395 110.000
0.290 1 2.000
0.000 1 0.000
0.100 1 2.000
0.000
0.000
0.000
0.000
6.000
8.300
0.000
8.300
* RUNOFF FLOW IS IN CFS/MILE

********** MODEL. RESULTS **********
DISCHARGEF: :KENT—WEST PARTNERSHIP
RECEIVING STREAM .VALLEY CREEK
:' ********************:*********************************** ***t***** :**
THE END D.O. IS 8.11 MG/L.
************************************************************:**********
THE END CHOP IS 85.93 MG/L t-k Mt► w c, v," W C
**********************************************************************
L-7ato-- 1.1
THE END NBOD IS 0.00 MG/L
*********************************************************'*'**********
THE. D.O. MIN. OF SEGMENT 1 TS 6.38 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EPOINT 0
WHICH IS L.00ATED IN REACH NUMBER 1
THE WLA FOR SEGMENT I REACH 1 IS 110 MG/L OF CRC1D
THE WL.A FOR SEGMENT 1 REACH 1 IS 0 MG/I... OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.9 MGD
************:**********************************************************

fieevio4.s/deNe. 7/dP. /aa. 41. 0-3,10A+6.0... c. ! ,lw+
Engineer
Date Rec. 1 #
EI Velocity (fps): 0,2 'I Vsr Kl (base e, per day, 20°C): O,6
0
C)
CO
CCLO
b.
Ce,
Effluent
Characteristics
Monthly
Average
Comments
())ai)g
30Q
tip,
6
Oh, 51/,f
14-
6-1
S U
c
clci cnt+4rw-
(coo
/too ,(
155
3v
wlP
Original Allocation
Revised Allocation
Confirmation
✓1
El
Pew e T lows
Date(s) of Revision(s)
(Please attach previous allocation)
30Q2•
NPDES WASTE LOAD ALLOCATION
tit 0
3--it0
O J�
Facility Name: (-w*IA1art. Agiac,idie S S- Date• ffl4 &Z /31%999'
c. Existing E. Permit No.: Pipe No.: 00/ County• 4.0A11:4UV
CO Proposed (�' $00000G-PDT //�� J
=' Design Capacity (MGD) : 900, 000c.R0 Industrial (% of Flow) : A///-, Domestic (% of Flow) : /oo o�
4 e,q_-c� -c>1
Receiving Stream: 0Allel Cic e.e44-. Class : C-�ci..af•
ev Sub -Basin: a)_ AI' ii 0 %
�j /
g Reference USGS Quad •(%4//e., CiZ4.c-fs (Please attach) Requestor • rnl 1 •t'AR &4 Regional Office /SITU/A
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: '2b `C Drainage Area: /10 7- �.z Avg. Streamflow:
7Q10:. 0, =SS Winter 7Q10: 6. 3 C 4TS
Location of D.O.minimum (miles below outfall). b Slope:.
�32 c��
K2 (base e, per day, 20°C): SO
Comments
Prepared By: `�K c. 44Q Reviewed By: Date:

REQUEST NO.
: 85��
WASTELOAD A|'LOCATION APPROVAL FORM *********************
,
FACILITY NAME GARDNER GZDLEY
TYPE OF WASTE DOMESTIC
COUNTY WATAUGAU
REGIONAL OFFICE ASHEVILLE REQUESTOR ! MIKE PARKER
RECEIVING STREAM VALLEY CREEK SUBBASIN ! 040201
7010 .3 CFS W7010 ^3 CFS 3002 .7 CFS
DRAINAGE AREA t 1~07 SQ-MI~ STREAM CLASS tC-TR
************************ RECOMMENDED EFFLUENT LIMITS
0 be -
goof
WASTEFLOW(S) (MGD) � c���'^o`9 LIMITS APPLY TO BOTH WASTE-
BOD-5 (MG/L) 30 FLOWS AND SUMMER AND WINTER~
N H 3 - N! (MG/L) Z
D.O, (MG/L) � 6
PH (SU) 6-9
FECAL CGLIFORM (/100ML): 1000
TSS (MG/L) 30
RES CL- (UG/L) 2-0, ho
FACILITY IS : PROPOSED ( EXISTING ( ) NEW ( )
LIMITS ARE : REVISION (w') CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
�d
MODELER �o��0 -DATE |-3.k2J
SUPERVISOR,MODELING GROUP V24 --DATE �
REGIONAL SUPERVISOR'- -DATE �Rqp)_�fZ-
�/� ��

§ODEL SUd§ARY DATA ***
DISCHARGER ! GARDNER GItLEY SUEBASIN ! 040201
RECEIVING STREAM . VALLEY CREEK STREAM CLASS! C-TR
2010 . .3 CFS WINTER 7Q10 ! .3 CFS
DESIGN TEMPERATURE 20 DEGREES C. QASTFFLOQ ! .9 MGD
!LENGTH|SLOPE ! VELOCITY !DEPTH 1 K1 1 Kn I SOD I K2 I NetFS!
IMILES 1FT/MI 1 FPS 1 FT 1 /DAY 1 /DAY |MG/M2D1/DAY |MG/LZD1
1 ! I ! I ! f I I !
SEGMENT 1 I 0.401632.001 0.271 1 0+65 ! 0.60 i 0.00 1 0.01 50.001 0.001
REACH 1 I I 1 1 1 i 1 1 1 1
ALL RATES ARE AT 20 DEGREES C.
*** INPUT DATA SUMMARY **1
FLOW f CBOD i NBOt ! D.O.
CFS ! MG/L 1 MGZL ! MGZL
SEGMENT 1 REACH 1 1 I
WASTE 1 1.395 1129,000
HEADWATERS! 0.300 1 2.000
TRIBUTARY ! 0.000 | 0.000
RUNOFF t ! 0.075 | 2.000
--------------
0.000
0.000
0,000
0.000
* RUNOFF FLOW IS IN CFS/MILE
6.000
8.300
0,000
8.300

**:<****** MODEL RESULTS * ********
DISCHARGER :GARDNER GIDLEY ANU ASSOC.
RECEIVING STREAM :VALLEY CREEK
***************-**:*********:4: 4K*************4*::************ k************
THE END U.O. IS 7.97 MG/L
***************:.***.***:.***********:*******:* ********* K************
THE'END CBOD IS 99.19 MG/L
********** 4:**:***********t*************************:*****:************ * * *
THE END NBOD IS 0.00 MG/L
******4***4:**-*******:*****************************:.*****4**************
THE D.O. MIN. OF SEGMENT 1 IS 6.41 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0
WHICH IS LOCATED IN REACH NUMBER :l
THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIREU EFFLUENT U.0, IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.9 MGD
*********************:.******************:k*****************************