NC0069761_Wasteload Allocation_19820510

NPDES DOCUMENT :SCANNING COVER SHEET
Permit:
NC0069761
Beech Mountain / Pond Creek WWTP
NPDES
Document Type:
Permit Issuance
,
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 10, 1982
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content on the rezrerse side

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NPDES WASTE LOAD ALLOCATION
CA,22_ L f %f1N
Date
Permit No.: PJC,b 7 7,a73 t
Pipe No.: C),', /
Design Capacity (MGDD) : CO, `'t O J r46,0 Industrial (% of Flow) :
c
Receiving Stream: )t ivy (i? k Class:
Reference USGS Quad: E 1 k 17►A'C (Please attach) Requestor•
County:
Domestic (% of Flow) : it 0
G Sub -Basin : l> 54-• U - 0
t?�r 4 - "Pi?g 47Je_
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office An
Design Temp.:
7Q10:
ailauLocation of D.0
E
0
0
VJ
L
4)
Velocity (fps):
r) . Lj C-i-^S
.minimum (miles
Drainage Area:
Winter 7Q10:
below outfall):
/. 5- Vvir Avg. Streamflow: LA O r-1s
30Q2: Z * �27- C�s aiL to 'cf1 Cr,
Slope .c ! / vt ; .
C2. ' / K2 (base e, per day, 20°C)•. 6 a
K1 (base e, per day, 200C):
Effluent
Characteristics
Monthly
Average
Comments
.B old
20,,eu4ik.
- rR / COI; I f%r
/G00%/doa .
"TICS
.30,.,�Vg4/.Q
Y, l , Ch/ (au,iQ
L 0•007rr: g /„P
Original Allocation
Revised Allocation
pared By: V " Cj
'Effluent
Characteristics
Monthly
Average
Comments
1
fr 4 -cx'/�avisiow..
Date(s) 1of Revision(s)
(Please attach previous allocation)
Reviewed By: AA)
Date:

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NPDES WASTE LOAD ALLOCATION
arm'.
eie. e-R, k.
Permit No. : /i,'co r 2 `' 3 L
Design Capacity (MGD) : 0. 01:J0 We-1 Industrial (% of
Receiving Stream: D� 0/2z_k_
Reference USGS Quad: L f4)2-- (Please attach)
Date•
Pipe No.: 001 County • C i(-71,),"sT'
Flow): Domestic (% of Flow): %60
Class: " Sub -Basin•
1�4L`Ot-aj
Requestor • /IV; 14%' Regional Office s
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 2 (°
7Q10: 0 . if` r—"5
Location of D.O.minimum (miles
Velocity (fps): C,
Drainage Area -
Avg. Streamflow: 1-iLe C_ r.
Winter 7Q10: 30Q2• 2 , 2= c-`f= a2igF'encl. C✓'•
below outfall) : Slope • ,' i 6 7 41'31 ; r
K1 (base e, per day, 20°C): C, 6/
K2 (base e, per day, 20°C)• _C9r
Effluent
Characteristics
Monthly
Average
Comments
vDSr
36r+t (—
PCa./ Coaorc�
/aoo/joo;,,a,
SS ce/pp
3 0 I i2
OT. U} . C 4 !/ G,1-�.4.� 0.GbG m6,/-C__
�N�
Original Allocation
Revised Allocation
Prepared By:
/1
Effluent
Characteristics
Monthly
Average
Comments
ciosE 2 Q ic.DaCAS 7 Yt_
Date(s) of Revision(s)
(Please .ttach previous allocation)
Reviewed By: Date:

REQUEST NO.
319
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.4 CFS
DRAINAGE AREA
.
BEECH MTN. UTILITIES
DOMESTIC
WATAUGA
ASHEVILLE
POND CREEK
W7010 : CFS
1.80 SQ.MI.
REOUESTOR : MIKE PARKER
SUBBASIN : 04-02-01
3002 .
STREAM CLASS C
CFS
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
BOD-5
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
µpi
(MGD) :
(MG/L)
(MG/L)
(MG/L) :
(SU)
(/100ML):
(MG/L)
0.4 0.8
30 30
3.0 4.0
6-9
1000
30 30
TOTAL RESIDUAL CHLORINE :
0.009 MG/L - 0.4 MGD
0.006 MG/L - 0.8 MGD
LIMITS ARE BASED ON 3002 IN
BEECH CREEK OF 2.2 CFS,
********************************************************************************
FACILITY IS : PROPOSED (V) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
HEAD,TECHNICAL SERVICES BRANCH
REGIONAL SUPERVISOR, '
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
•
--DATE : /1.03
DATE : `/f"'gZ
)01-4-'-^ DATE
DATE :-
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********** MODEL RESULTS **********
DISCHARGER
:BEECH MTN. UTILITIES- FOND CREEK PLANT
RECEIVING STREAM :POND CREEK
**********************************************************************
THE END D.O. IS 7.87 MG/L
**********************************************************************
THE END CBOD IS 88.73 MG/L
**********************************************************************
THE END NBOD IS0.00 MG/L
*********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 6.20 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.05
WHICH IS LOCATED IN REACH NUMBER 1
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 REQUIRED EFFLUENT D.O. IS 4 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.8 MGD
*************** ******************************************************

%a,
********** MODEL RESULTS **********
DISCHARGER
RECEIVING STREAM
:BEECH MTN. UTILITIES POND CREEK PLANT
FOND CREEK
w -=-- 0 , e ilil &JD
**** *****************************************************************
THE END D.O. IS 8.63 MG/L
**********************************************************************
THE END CBOD IS 34.24 MG/L
**********************************************************************
THE END NBOD IS
***************
0.00 MG/L
******************************************************
THE D.O. MIN. OF SEGMENT 1 IS 7.21 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0.1
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 WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
**********************************************************************

,
4
*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE :
BEECH MTN, UTILITIES
POND CREEK
0.4 CFS
21 DEGREES C.
SUBBASIN : 04-02-01
STREAM CLASS: C
WINTER 7010 : CFS
WASTEFLOW 0.4,0.13 MGD
1LENGTHISLOPE I VELOCITY !DEPTH I K1 1 Kr 1 Kri 1 K2 1 Oro 1
!MILES IFT/MI 1 FPS 1 FT 1 /DAY 1/DAY 1/DAY 1/DAY ICFS/MII
SEGMENT 1
REACH 1
1 1
1 0.701467.001
1 I
0.27
I 1 1 I 1 I 1
1 0.63 1 0.64 1 0.64 1 0.00 151.10 1 0.00 1
1 I 1 1 1 I 1
ALL RATES ARE AT 21 DEGREES C.
POND CREEK ENTERS BEECH CREEK 0.7 MI. BELOW DISCHARGE.
BEECH CREEK IS CLASSIFIED C-TROUT.