NC0072729_Wasteload Allocation_19880112

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 7 Z -1 Z 1
1PA1`111TV NAMF. �ri /LC &Ar
Facility Status: EX o7M
(circle one)
Permit Status: RENEWAL I&MIFICAIMN UNPERbffr'E[)
I�w
(circle ow)
�
Major
Pipe No: Oo /
Design Capacity (MGD): 6, OS 2
Domestic (% of Flow): iyo
Industrial (% of Flow): —
Comments:
RECEIVING STREAM: uT -2' /1 s c %1 t ,,ee k
Class:
Sub -Basin: G y 6 B a
Reference USGS Quad: (please attach)
County: —
Regional Office: As') Fa Mo . Be Wa Wi WS
(circle one)
. , -
Requested By:
Prepared By:
Reviewed
Date: / a3 Y7
Date: 6 8�
Date:-
i
l
Modeler
Date Rec.
#
0.3 y g, 1-0
Drainage Area (mi) Avg. Streamflow (cfs):
7Q10 (cfs)'•)" Winter 7Q10 (cfs) 0415 30Q2 (cfs) 0•3
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream — Location
Effluent
Characteristics
Summer
Winter
BODE (mg/0
30
NHS N (mg/0
N rccw,
vn w�
D.O. (mg/1)
2
TSS (mg/1)
30
F. Col. Q100m1)
I060
pH (SU)
- g
lk
Comments: / .5oo AvcQ' d3 G2 Jt rwQoQ.
e ,a i—'

Request: rig-,. :<<_ ')
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
----- WASTELOAD ALLOCATION APPROVAL- FORM - -- - - --
NCB )072729 Wafer Quality Section
: BLUE RIDGE. PARKWAY
: DOMESTIC
: PROPOSED
: UT PISGAH CREEK.
: C-TR
: 040305
HAYWOOD
ARO
CHR I ST
11/24/87
F7NE
OEC ? i 10-87
Ashevi!le Re@.io'd OiflcO
Asheville North Carolina
Drainage Area
(sq mi)
: 0.19
Average Flow
(cfs)
: 1.0
Summer- 7Q10
(cfs)
: 0.13
Winter 7Q10
(cfs)
: 0.15
30Q2
(cfs)
: 0.3
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd): 0.032
5-Day BOD (mg/1): 30
Ammonia Nitrogen (mg/1): nr
Dissolved Oxygen (mg/1): 2
TSS (mg/1): 30
Fecal Coliform (#/100ml): 1000
pH (SU): 6-7
Tot.res. chlorine (ug/1): 8
Upstream (Y/N): N
Downstream (Y/N): N
-------- MONITORING ------------------------
Location:
Location:
COMMENTS
*NOTE: STREAM PROFILE SHOWS NBOD LEVELS OF 23.1 MG/L AT DISCHARGE POINT,COULD
PRESENT PROBLEMS OF AMMONIA TOXICITY IN THIS DESIGNATED TROUT STREAM. MONITOR-
ING OF NH3 MAY BE NECESSARY AFTER FACILITY STARTS OPERATION TO DETERMINE I
THERE ARE PROBLEMS.
Recommended by r _ Aye ----
Reviewed by:
Tech. Support Supervisor
;L'lV,",�n,a Regional Supervisor
JPermits 2> Engineering
Date __1 ��r�1-
Date--.6L�1'97-
5j
Date1-a.+�7
Date
RETURN TO TECHNICAL SERVICES BY .. BAN-1.3...198.8... ,

� . "` . ~
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- — '
^
SUMMER
MODEL FOR BLUE RIDGE PARKWAY
SAVED ON LBDATA19,BLUPKWAY
---------- MODEL RESULTS ----------
Discharger : BLUE RIDGE PARKWAY
Receiving Stream : UT PISGAH CREEK
The End D.O. is 8.39 mg/l.
The End CBOD is 3.81 mg/l.
The End NBOD is 5.42 mg/l.
Segment 1
Reach 1
Reach 2
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
_______ ____ ____
6.30 0.00 1
45.00 90.00 2.00 0.082O0
0.00 0.00 0.00 0"00000

MODEL. SUMMARY DA"11 A
Di.schar ger � BL.UE RIDGE f='ARI-.%'WAY
Receiving S r ean) UT FI :1: SGAH ('oREE I-::
Streaptrn C:l. ass p �.._.�..F
4 LENOTH I SLOPE! VELOCITY 1 DEPTH I) Kd 1 Kd s Ka 1 Ka ; KH } KN 4 KNR KHR 1
Mile 1 ft/tit fps 13 ft Nesign! 380° design! &200 design! 320° ,designt 3201
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.63i1060.001 0.286 1 0.83 ; 1.09 ; 0.95 1153.37 s 50.001 0.63 1 0.50 i 0.63 1 0.00 ;
React•, 1 1 1 11 f 11 13 ItF 1 s i
-----------------------------------------------------------------------------------------------------
I ! ! k 1 I ! ! I ! F ! !
I ! 1 ! 1 r 1 i 1 1 1 1 1
Segment 1 1 0.501528.001 0.313 1 0.34 ; 0.86 E 0.75 153.37 1 50.001 0.63 1 0.50 1 0.63 ; 0.00 1
Reach 2 1 i i 11 11 i 11 i 11 i i
-----------------------------------------------------------------------------------------------------
F"1.(:aw
i C:BOD
N 0D t
1). 0.,
i cfss
n)g/1
E mg/1 1
frig/1 3'
Segn1e rst 1.
Rea c. i 1
Wareste
1 0. 050
i }5 ,. 0C)tom")
1 90. 00f_) i
2. 000
Headwaters! 0.
i 2. 00000
� t ry �.)CK) 1
i M ��)
Tr iiL1Uta)•-•y
ti.50
r 0n Ste)00
} 2. 000i
1 r 000 }
)R
7. J 20
* Rt..Znoff
1 1+..1 .. C-) 0
1 /2 000o 00
1 1 n 000 1
f r� 720
Waste
k y-) ry 0 ice) Ste)
} 0 - 0 0 C)
{ •-) A 0 1.) \.) %
0. 000
-r.r- i. but.arY
's 0„ 000
i 2. C)(,)(.)
i t ry C)('-)C) i
7.720
* FtiU's o f
i 1 ry 200
1 2 ,. "..)f» 0
i I a (--) 0 0 i
7.720
* R u n (::a •f'•f f 1. r_a w J. s i. t i c f's / fn i. 1. e

'
'
.
..
.
'
GLl"IMER
MODEL
FOR BLUE RIDGE PARKWAY
SAVED
ON LBDATA19,BLUPKWAY
1 Seg #
( Reach #
| Seg Mi
D.O. If
CBOD |
NBOD
| Flow |
1
1
0.00
6.30
12.69
23.12
0.20
1
1
0.03
6.82
12.47
22.76
0.20
1
1
0.06
7.19
12.26
22.42
0.20
1
1
0.09
7.45
12.06
22.08
0.21
1
1
0.12
7.63
11.86
21.75
0.21
1
1
0.15
7.76
11.67
'21.48
0.21 '
1
1
0.18
7.86
11.413
21.11
0.21
1
1
0.21
7.93
11.29
20.80
0.22
1
1
0.24
7.98
11.11
20.50
0.22
1
1
0.27
8.02
10.94
20.21
0.22
1
1
0.30
8.05
10.77
19.92
0.22
1
1
0.83
8.07
10.60
19.64
0.23
1
1
0.36
8.09
10.44
19.37
0.23
1
1
0.39
8"10
10.28
19.10
0.23
1
1
0.42
8.11
10.12
18.84
0.23
1
1
0.45
8.12
9.97
18.58
0.24
1
1
0.48
8.13
9.82
18.83
0.24
1
1
0.51
8.14
9.67
18.09
0.24
1
J.
0.54
8.15
9.53
17.B4
0.24
1
1
0.57
8.15
9.39
17.61
0.25
1
1
0.60
8.16
9.25
17.38
0.25
1
1
0.63
8.16
9.12
17.15
0.25
1
2
0.63
8"16
9.12
17.15
0.25
1
2
0.73
8.22
6.70
11.77
0.37
1
2
0.83
8.28
5.45
9.02
0.49
1
2
0.93
8.33
4.70
7.35
0.61
1
2
1.03
8.36
4.18
6.23
0.73
1
2
1.13
8.39
3.81
5.42
0.85
| Seg #
| Reach #
| Seg Mi |
D.O. |
CBOD |
NBOD
| Flow |

SUMMER
MOUE::L. FOR F?!.UE RIDGE @ 0.05
MGD,L0==2 MG/L_
---------- MODEL_ RESULTS ----------
Discharger
Reccivino Stream : UT PISOPH CREEK:
-----------------------------------------------------------------------
he Eric] D.O. is 8.34 mgil.
The End CBOD is 4.85 mg/l.
The End NBOD is 7.79 mg!] .
Wi-A
L^;I_..A
WL.A
DO Min
CBOT)
NBOD
DO
WaSSte F3ULw
(mg11i Milepoint Reac`, 0
(Mg! I I
(mg/1
(mg l)
fmgd)
------------
Segment 1
5.77 0.00 1
Reach 1
45.10
90.00
R.00
0.05000
Reach 2
0.00
0.00
0.00
C.0000)
!—

e
MODEL..
DA-1r*A
••t, 1�••••• {••�
D i �c1 I war g er n
Discharger
(,,� [ S -� •r �j I,+ . /ti ( f �%
.5..+L._UE R .!. D[`E PAR. �'•.WA 1
r••� t _ �••� L� 1 •.
SUbb i�s .+. �•1 i�
t �.L j. +•• 1..-
5.)r_I"•�_},::?{..�,.i
R cexvii—ig S-tream v
U*T F'1SGAH CREEK
St-re_iAri G3Etss,t
G--TR
Summer 7010
0A. Mi
W i i-i •t E r 7 i :1-
0.15
De-Eii,igri Temperature:
,•'r•
F NGTH SLOPE: VELOCITY! DEPTH! Kd : Kd 1 Ka ; Ka t KH 1 KN 1KNR 0R 1
mile 1 ftlmil fps ! ft {design, 3E0' !designs @80' :design► @800 ;design, @20*
--------------------------------------------------------------------------------------------•---------
I I I 1 1 I 1 I ! 1 I ! 1
1 1 1 1 1 1 1 1 1 1 1 f 1
Segment1 i 0.6311060.001 0.313 1 0.83 1 1.15 1 1.00 153.37 t 50.001 0.63 1 0.50 ; 0.63 i 0.00 i
Reach 1 1 1i 1I 1i 1 1 !i 1i 1 1 1 1i 1I 11 1
i 1 1
------------------------------.---------------------------.--------------------------------------------
1 1 1 1 I I 1 1 F 1 1 i 1
Segment 1 t 0.501528.001 0.325 4 0.34 4 0.88 ; 0.77 153.37 1 50.001 0.63 ; 0.50 1 0.63 1 0.00 s
Reach! C 1 11 i 11 11 i It 11 11 i i i 11
------------------------------------------------------------------------------------------------------
Flow CDOD 1'4BOD D.O.
cfS rich/ I i a*lg 1 3 mg/ 1 i
H er t td tea t tr e~= i- er ; E ., 1; t f E t a t�l t:} s�l . 0(D. 0` N 720
T r i b R.R 't a r v i 0. 0 0 0 4 2. 000 _ 1 n 000 i 7.720
S .g i hn •1J J.
R CEt (-h 2
W a s l. G
{-) -) C-
0 w
0 ._
0 000
1
0
i bU,•t-rf
_0.)0
2.
000
1 -f_r')
I,
7Tr I ,0
R1.1i' 1s:1f•1
i I 2(.)Ci f
2 u
00 Ci i
.1 n 000 s
7 R i 20
Ri-R iCiff flow is ii cfs/mi lit

�..�
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SUMMER
`
MODEL
FOR BLUE RIDGE @ 0.05
^
MGD,D0=2 M8/L
^ | Sag #
< Reach #
| Sag Mi. 1
D.O. (
CBOD
NBOD |
Flow I
1
1
0.00
5.77
16.65
31.32
0.23
1
1
0.03
6.35
16.38
30.89
0.23
1
1
0.06
6.77
16.18
30.47
0.23
1
1
0.09
7.07
15.B8
30.05
0.23
1
1
0.12
7.30
15.63
29.65
0.24
1
1
0.15
7.46
15.89
29.25
0.24
1
1
0.18
7.59
15.15
28.87
0.24
1
1
0.21
7.68
14.92
28.49
0.24
1
1
0.24
7.75
14.70
28.12
0.25
1
1
0.27
7.80
14.48
27.75
0.25
1
1
0.30
7.84
14.26
27.40
0.25
1
1
0.83
7.87
14.05
27.05
0.25
1
1
0.36
7.89
13.85
26.70
0.26
1
1
0.39
7.91
13.64
26.37
0.26
1
1
0.42
7.93
13.45
26.04
0.26
1
1
0.45
7.95
18.25
25.72
0.26
1
1
0.48
7.96
13.06
25.40
0.27
1
1
0.51
7.97
12.88
25.09
0.27
1
1
0.54
7.98
12.70
24.78
0.27
1
1
0.57
7.99
12.52
24.48
0.27
1
1
0.60
8.00
12.34
24.19
0.28
1
1
0.63
8.01
12.17
23.90
0.28
1
2
0.63
8.01
12.17
23.90
0.28
1
2
0.73
8.12
8.95
16.79
0.40
1
2
0.83
8.20
7.22
12.98
0.52
1
2
0.93
8.26
6.14
10.60
0.64
1
2
1.03
8.31
5.39
8.97
0.76
1
2
1.13
8.34
4.85
7.79
0.88
| Sag #
| Reach #
| Sag Mi |
D.O. |
CBOD |
NBOD |
Flow |

-- '� SUMMER
` MODEL FOR BLUE RIDGE @ 0.05
^ MGD,D0=6 M8/L
` ---------- MODEL RESULTS ----------
Discharger : BLUE RIDGE PARKWAY
Receiving Stream : UT PI8GAH CREEK
The End D.O. is 8.34 mg/l.
The End CBOD is 4.85 mg/l.
The End NBOD 1s 7.79 mg/l.
WLA WLA WLA
DO M1n CBOD NBOD DO Waste Flow
(mg/l) M1lepoint Reach # (mg/l) (mg/1) (mg/l) (mgd)
Segment 1 7.13 0.{«} 1
Reach 1 45.00 90.00 6.00 0.05000
Reach 2 0.00 0.00 0.00 0.00000

SUMMER
MODEL FOR BLUE
RIDGE
@ 0.05
^
MGD,D0=8 MG/L
`
----------
MODEL RESULTS
-------~--
Discharger
: BLUE RIDGE
PARKWAY
Receiving Stream :
UT PISBAH
CREEK
The End D.O.
is 8.34
mg/I.
The End CBOD
is 4.85
mg/l.
The End NBOD
is 7.79
mg/l.
WLA WLA
WLA
DO Min
CBOD NBOD
DO
Waste Flow
_
(mg/1)
Milepoint
Reach #
(mg/l) (mg/l)
(mg/l>
(mgd)
Segment 1
6,11
0.00
1
Reach 1
45.00 90.00
3.00
0.05000
Reach 2
0.00 0.00
0.00
0.00000

' ^ ^
'-
SUMMER
` MODEL FOR BLUE RIDGE @ 0.05
^ MGD,D0=2 M8/L
^ ---------- MODEL RESULTS ----------
Discharger o BLUE RIDGE PARKWAY
Receiving Stream : UT PISGAH CREEK
The End D.O. is 8.34 mg/l.
The End CBOD is 4.85 mg/l.
The End NBOD is 7.79 mg/l.
-------------------------------------
WLA WLA WLA
DO M1n CBOD NBOD DO Waste Flow
(11-1g/1> Milepoint Reach # (mg/l> (mg/l) (mg/l) (mgd)
Segment 1 5.77 0.00 1
Reach 1 45.00 90.00 2.00 0.05000
Reach 2 0.00 0.00 0.00 0.00000

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