NC0069761_Wasteload Allocation_19870527

NPDES DOCYHENT :MANNINO COVER :SHEET
NC0069761
Beech Mountain / Pond Creek WWTP
NPDES Permit:
Document Type:
Permit Issuance
F
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 27, 1987
Thita document is printed on reuse paper - ignore any
content on the relirerse side

NPDES WASTE LOAD ALLOCATION
Facility Name: pp�,� C( CE 1�c�T (,""CN MO1&nVzi}Inl/��M. iTAO DtsT-ki c)
rf cco z2-730 ,
Existing (� Gan Cre k (A.ItNIIP . Cr-cQk
Proposed 0 Permit No.: tCO0 (0Q7�G ( Pipe
No.:COO ( County: vsATAU C-r
/.�
Design Capacity (MGD) : 4-0
Receiving Stream: BOND
Industrial (% of Flow) :
Engineer
Datg Rec.
' #
'RCA
3//d'7
3476 /
Date 3(a ($'7
cc ^ c lo•1c cJ. ft, LU t Gill oo Z — G rass�
w(Ara) O.$5 we_d c. i‘ew - be_ J„e,4-c�
Domestic (% of Flow) : 1o4Z
Class: W S Sub -Basin: 64 - 0 2 - o (
Reference USGS Quad: C- (( - N i (Please attach)
Requestor: CL l`5 Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Damp.: ;2/ ° Drainage Area (mi2): 02.0 Avg. Streamflow (cfs) : O
7Q10 (cfs) 0,
Winter 7Q10 (cfs) 0, 7
30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : 0, U Slope (fpm) 9
Velocity (fps) : 0, 53Z Ki (base ?, per day) : /, U 12 K2 (base e. oer day) : So. v
♦r
Effluent
Characteristics
Monthly
Average
Comments
BoPs
30 ,
1
po
3 ,T,Ite
1T S'
30 /e
FLcuC '
/ry✓
(060 4
#
(,- s.0
1
$ i/-
Comments:
A-8V
4 Effluent
Characteristics
r Yonthly
2.verage
Comments
,30/S
30/.!
ASS
30 ,) ie
,
rP,,y,�
/ 0 0 0/ a d ni
ff
&,--q s, U,
Reviewed By:
PLOTTED
Date:
547/4)

,
~
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BUD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
WASTELOAD ALLOCATION
POND CREEK WWTP
DOMESTIC
EXISTING
POND CREEK
WSIII
040201
WATAUGA
ARO
BRIDGES
3/3/87
C11NW
:
(mgd):
(mg/l):
(mg/l}:
(mg/l):
(mg/l):
(#/100ml):
(SU):
.
APPROVAL
Request No. :3861
F _C E VE D
FORM
��KY 1 0 1O�7
//n/ / u /ou/
Ashev\ge RSgk}UB| Office
AshtV\Ue.North Carolina
Drainage Area (sq mi) : 2.
Summer 7Q10
Winter 7010
Average Flow
3002
RECOMMENDED EFFLUENT
Eximma-
SUMMER WINTER
0.400 0.400
30 30
NR NR
3 NR
30 30
1000 1000
6-9 6-9
LIMITS
(cfs) : 0.6
(cfs) : 0.9
(cfs) : 4.0
(cfs) : 1.5
----------------------- MONITORING
---------------------------------
^~
�
Upstream (Y/N): Location:
��
Downstream (Y/N): °. Location:
---------------------------------- COMMENTS ----------------------------------
Recommended by _
Reviewed by. -
Tech. Support Supervisor
Regional Su�
^
Permits & Engineering
/
lot
[ . Date _
r�
'
Date _� k
�� ��_
A�� � ����
(Zd.
Date _wvlynk
Date
Date

CS
^
`
^
'
^ '`
Discharger
Receiving Stream
o
The End D.O. is
The End CBOD is
The End NBOD is
DO
---------- MODEL RESULTS
: POND CREEK WWTP
: POND CREEK
7.35 mg/l"
55.69 mg/l.
Min
g/l> Milepoint Reach #
|
Segment 1 ;71
Reach 1
.31
SUMMER
MODEL SAVED ON VOLUME:LBDATA19
UNDER FILENAME:PONDCREK
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/I ((ng/l) <(Tlg/l) (mgd)
185 0.00 3.00 0.40000

* • MODDE1.. SUMMARY DATA A ; ... .
Discharger
POND CREEK WWTP
Receiving Stream n POND CREEK
Summer- 7010 a 0„6
Design Temperature: 21.
;LENGTH! SLOPE!
1 mile 1 ft/mil
Subb sin a 040201
Stream Class: WSIII
Winter 7010 ,: 0.9
VELOCITY ! DEPTH K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
fps 1 ft ldesignl 320° ldesignl 320° :design! H0° :design: 320° 1
Sequent 1 1 0.641444.00:
Reach 1 1
0.532 0.41 1 1.05 1 1.00 151.10 1 50.001 0.00 1 0.00 1 0.00 1 0.00 1
1 1 1 1 I 1
1 1 1
1 1 1 1
1 Flow ! CBOD
1 cfs 1 mg/1
'Begat?n•t 1 Reach 1
Wast 1 0„620 1 :L3 3„00w)
Head Ja•ters 1 0.600 1 2.000
Tributary 1 0„000 1 0.000
* Runoff 1 0.310 1 P.000
Runoff flow is in cfs/mile
N%CD 1 D.O.
rig/1 1 mg/1
0.000
0.000
0.000
0 „ 0C)t„1
3.00c:)
7.700
0.000
7.700

�
'
`
,
^
^
Discharger
Receiving Stream
The End D.O. is
The End CBOD is
The End NBOD is
Segment 1
Reach 1
WINTER
MODEL SAVED ON VOLUME:LBDATA19
UNDER FILENAME:PONDCRK2
----------- MODEL RESULTS ----------
: POND CREEK WWTP
: POND CREEK
9.68 mg/l.
47.86 mg/l.
0.00 mg/l.
DO Min
(Mg/1) Milepoint Reach #
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/l) (mg/l) (mgd)
135 0.00 0.00 0.40000

*** MODEL SUMMARY DATA ***
Discharger N POND CREEK WWTP
Receiving Stream N POND CREEK
Summer 7010 1N 0.6
Design Temperatt. e N :12w
LEN6TH4 SLOPE
mile 1 ft/mil
8ubbitsi.n N 040201.
Stream Class: WSIII
Winter 7010 N 0..9
VELOCITY I DEPTH I KI ; K1 1 K2 1 'K2 F KN KN KNR I Kt4R
fps 1 ft :design: 320' Idesign1 320' !design s 220° ldesign! 020'
Segment 1 1 0.641444.001
Reach 11 11
0.621 ; 0.42 10.69 : 1.00 142.01 150.001 0.00 0.00 0.00 S 0.00
, 1
Flow F C: I{ O I.) I N B O D D.O.
cfs ( mg/1 ( mg/1 mg/1 1
Segment 1. Reach 1
Waste 0.620 1. s w 04 , 0.000 3 0.000
Head�1 atyesr s 1 0.900 1 [2.0t0{0 0.000 1 9.700
Mlw i. L, { t Fw t� } 0.000 } lam! w �� 5�! i� , 0.000 1 0.000
Runoff I 0.310 ( 2.000 ( 0.000 ; 9.700
Runoff flow is in cfs/mile

sin)
, c7 Cis oor/.6'
Pcrci
7C
Qto=d.8cf
cif
3a9Zi/1c •
63, 979.2, 7%$. s/87
iICn E.t Wwi
$7 d. 4 d Rf66
94-: 1 d tl�
.$79/a= 0,6cAs
(479f0 t 9 c6 ...
3O2_/,Sc&
r E4cH
)11- t
3'2yo P7L
74, 6 c-6
6,6 c.
- ��c
/ — o. - - 0, 3/ e4/
f6
�Y11.
/, 25 cis/',
= a 3/ cG/Ati
6 90

d
StrCQri : P4 Cig`
fq (1 Ste_ ,
3YY'
city
4
C.
di st
0
3 Ys/()
. //
d i stt
//
SI opt-
7y�b
/y
,J
334J
33a o
20
-027
,33
5,0
.53
. Of
5JJ
50,)
ZJU
3
,06
,a7
/'
7
/,
44/
1
ti
312o
31P
CIstancc