NC0075388_Wasteload Allocation_19881104

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC00 7 538U
FACILITY NAME: I Ja 1/o0 r�s� I 'Owe / -I NC,
Facility Status: EXIb'7IIiG �PROPOSED j
(circle one) - - --
Permit Status: RENEWAL NODIFWATION LINPERNTITED NEW
(circle one)
Major Ninor.
Pipe No: ()()
Design Capacity (MGD): 02S
Domestic (% of Flow): D
Industrial (% of Flow):
Comments:
RECEIVING STREAM:
Class-. t'
Sub -Basin:
vkC.w
Referents USGS Quad: 05� (please attach)
County: 13
Regional Office: Ml Fa Mo Ra We WI WS
lcireie one) �J
Requested By:
Prepared By:
Reviewed By
� i Date:
,/_ it — �-r
Modeler Date Rec.
Drainage Area (mi2) Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cis) 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream — Location
Effluent
Characteristics
Summer
Winter
BODE (mg/1)
u
NH; N (mg/0
i
D.U. (my/0
i
TSS (mg/0
o
F. Col. (/100ml)
pH (SU)
.40

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r
---- -- -- --- -
- 'v;AST_LvAD
ALLOCATION APPROVAL FOF.''r.
RECEIVED -
Water Quality Section
Permit Number'
NC00753II8
Facility Name
: HAVON REST
HOME, INC
Type of Waste
: 100% DOMESTIC
OCT 25 1988
Status
: PROPOSED
Receiving Stream
: POLE CREEK
S t r,.-am C I a w s
:"6-- G
Asheville Regional Office
Subbae, i n
: 040302
Asheville, North Carolina
County
: BUNCOMBE
Drainage Area
( q mi 3./6
Regional Office
ARO
Aver'ag Flow
(cfs) 3.8
Requestor
SHANKLIN
summer 7Q10
(cfs) . 1
Date of Request
e/26/8£
Winter, 72±10
(cfs) . 1..!
Quad
EBSW
30'-Q2
(cfs) .
----_..---------------.--_-
RECOMMENDED
FFFLUENT LIMIT'4
------.____
WaStefIow
(my ): 0.025
5-Day BOD
(mg;l): 30
Ammonia Nitr'oaen
(nrg/1): NR
Dissolved Oxygen
(mg/1): NR
TSS
(mg/1): 30
Fecal Colifcrm (id/100ml): 1000
pH
(Su): 6-9
RECEIVED �
-------
MONITORING MONITORING ------------ ---1VOV1tz199
----___.-.
upstt'eani (Y/N):
N Location:
PERMITS & ENGINEBiNG
Downstream (Y,N):
N Loc_':tion.
- ---- --------
--- ----
COMMENTS ------
Reviewed by
Recommended by QG(�G�rr Dat=_
n � _
Tech. Suppor�t,Q v 1
�/%'�/j IV I Sol,
Ner'nlit:; &i_ngin:ering
RETURN! TO TECHNICAL £ERVICE3 BY
Date !()L1 1 .
Data lI) -/3Lp�
Datapi-
NOV 17 1988

UMMEP
MODEL
SAVED
ON LBDATA201 FILE --
NAME
"HAVONRST"
------w-- ,n
MODEL RESULTS ----------
Discharger
y
HAVON REST
HOME, INC
Receiving Stream ;
POLE CREEK
The End D.O.
is 8.41
mg/l .
The End CBOD
is 2.91
mg/l.
The End NBOD
------------------------------------------------------------------------------
is 3. 1 8
mg/1.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flaw
(mg/1)
Milepoint
Ruch # (mg/1)
(mg/1)
(mg/1)
(mgd)
Segment '!
7.43
0.00
1
Reach 1
45.00
90.00
0.0.0
0.02500
Reach ?
0.00
0.00
0.00
0.00000
Reach 3
0.00
0.00
0.00
0.00000
React, 4
0.00
0.00
0.00
0.00000

*** MODEL SWIMARY DATA ***
Di scharger, HAVON REST HOME ! INC Subbasi n 040302
Receiving Stream a POLE CREEK Stream Class: D
Summer, 7Q10 1. Winter 7Q10 1.3
Design Temperature: 23.
ILENGTHI SLOPE] VELOCITY I OEPTHI Kd I Kd I Ka I Ka I KH I KN I KHR I KHR I
I mile I ftjmil fps I ft Idesign) @201 Idesignl @201 Idesignl @201 Idesignl @201 I
-----------------------------------------------------------------------------------------------------
I I I I I I 1 I I I I I I
Segment 1 1 0.231 34.501 0.225 1 0,56 1 0.45 1 0.39 114.94 1 14,001 0,63 1 0,50 1 0.63 1 0.00 1
Reach 1 I I I I I I I I I I I I
-----------------------------------------------------------------------------------------------------
I I I I I I 1 I I I I I I
Segment 1 1 0.331 60,601 0.271 1 0.52 1 0,59 1 0.51 131.61 1 29.611 0.63 1 0.50 1 0.63 1 0.00 1
Reach 2 1 1 1 1 1 1 1 I 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I I
Segment 1 1 0.481 37.701 0.244 1 0,57 1 0,48 1 0,42 117.67 1 16,551 0,63 1 0.50 1 0.63 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I I I
Segment I I 0,131 58,801 0f284 1 0,54 10,59 (0,52 132,04 130,021 0,63 10,50 10.63 10,00 1
Reach 4 1 1 I I I 1 I I I I I I
--------------------------------------------------------------------------------------------------- --
I Plow
I CBOD
1 NBOD I
D. O. I
I cfs
I mg/l
I mg/l (
my/l i
Segment 1
Reach I
Waste
I 0.039
i 45.000
1 90.000 I
0.000
Headwaters
1 1.000
1 2.000
1 1.000 1
7.720
Tributary
I 0.000
I 2.000
I 1.000 I
7.720
* Runoff
1 0.170
I 2,000
I 1.000 I
7.720
Segment 1
Reach 2
Waste
I 0.000
I 0.000
I 0.000 I
0.000
Tributary
I 0.000
1 2.000
I 1.000 1
7.720
* Runoff
I 0.170
I 2.000
I 1.000 I
7.720
Segment 1 Reach 3
Waste I 0.000 0.000 0.000 0.000
Tributary 1 0.000 i 2.000 I 1.000 I 7.720
Runoff I 0.170 I 2.000 I 1.000 I 7.720
Segment 1 Reach 4
waste i 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.720
* Runoff I 0.170 1 2.000 1 1.000 I 7.720
m Runoff flow is in cfs/mi 1 e

( yzg #
( Reach # (
Seg Mi (
D.O. j
-BOD
I
1
0.00
7.43
3.60
1
1
0.01
7.47
3.60
i
0.02
7.50
3.59
1
0.03
7.53
3.58
!
1
0.04
7.56
3.58
1
1
0.05
7.59
3.57
!
1
0.06
7.62
3.5-6
1
1
0.07
7.65
3.56
1
!
0.08
1.637
3.55
1
1
0.09
7.70
3.54
"I
1
0.10
7.72
3.53
l
1
0.11
7.74
3.5?
1
1
0.12
7.77
3.52
1
1
0.13
7.79
3.51
1
1
0.14
7.81
3.51
i
1
0.15
7.83
3.50
I
1
0. '1 6
7.84
3.49
1
1
0.17
7.86
3.49
I
!
0.18
7.88
3.48
1
1
0.19
7.90
3.47
1
1
0.20
7.91
3.47
1
1
0.21
7.93
3.46
1
1
0.22
7.94
3.45
1
1
0.23
7.96
3.45
1
2
0.23
7.96
3.45
1
2
0.26
8.05
3.43
1
2
0.29
8.12
3.41
1
2
0.32
8.18
3.39
1
2
0.35
8.23
3.37
1
2
0.38
8.27
3.35
1
2
0.41
8.30
3.33
1
2
0.44
8.32
3.31
f
2
0.47
8.34
3.29
1
2
0.50
8.36
3.27
'1
2
0.53
8.38
3.25
1
2
0.56
8.39
3.23
1
3
0.56
8.39
3.23
1
3
0.60
8.38
3.21
'1
3
0.64
8.37
3.19
1
3
0.68
8.37
3. 17
1
3
0.72
8.37
3.14
1
3
0.76
8.36
3.12
1
3
0.80
8.36
3.10
1
3
0.84
8.36
3.08
1
3
0.88
8.36
3.06
1
3
0.92
8.36
3.04
1
3
0.96
8.36
3.02
1
3
1.00
8.36
3.00
1
3
1.04
8.36
2.98
1
4
1.04
8.36
2.98
'1
4
1.05
8.37
2.97
1
4
1.06
8.37
2.97
1
4
1.07
8.38
2.96
1
4
1.08
8.38
2.96
1
4
1.09
8.39
2.95
1
4
1.10
8.39
2.95
1
4
1.11
8.39
2.94
1
4
1.12
8.40
2.94
SUMMER
MODEL SAVED ON LBDATA201 FILE
NAME "HAVONRST"
( NBOD (
Flow �
4.32
1.04
4.31
1.04
4.29
*1 .04
4.28
1.04
4.27
'1 .05
4.26
1.05
4.24
1.05
4.23
1.05
4.22
1.05
4.21
1.05
4. 19
1 .06
4.18
1.06
4. 11
1 .06
4. 16
1 .06
4.15
1.06
4.13
1.06
4.12
1.07
4.11
1.07
4.10
1.07
4.09
1.07
4.07
1 .07
4.06
1.07
4.05
1.08
4.04
1 .08
4.04
1.08
4.01
1.08
3.98
1.09
3.95
1.09
3.92
1.10
3.89
1.10
3,36
1.11
3.83
1.11
3.80
1.'12
3.77
1.12
3.74
11.13
3.7'1
1.13
3.71
1.13
3.67
1.14
3.63
1.15
3.60
1.15
3.56
1.16
3.52
1.17
3.48
1.17
3.45
1.18
3.41
1.19
3.38
1.20
3.34
1.20
3.31
1.21
3.27
1.22
3.27
1.22
3.27
1.22
3.26
1.22
3.25
1.22
3.24
1.22
3.24
1.22
3 .23
1 .23
3.22
1.23
3.21
1.23

4
1 A 1 .1
U . 4 U..2.93
;rG� . ;CJ1 �
;S . G� i
1i . G� �
{1
a ,r i .1,1. 'k
� w' • ''tip .r
1,14
8.40
. 2. 9 3
3. 2 0
3
�1 .23
c
. r1 4
1.15
8.41
2.92
3.19
'1.23
1 4
1.16
8.41
2.92
3.18
1.24
1 4
1.17
8.41
2.91
3.18
1.24
Seg # I Reach # (
Seg Mi
D.O. (
CBOD I
NBOa I
Flow I

TN
!01/8/7 d
f&0
/�=2 Si9+il7> vh �f9�
CeY�,o'rl� `y/IvoN/z5i

f
i
i'.
1,7
.3,76
�- 3�cj�
Q ./7
(j
g,3c-3,�c
l,Zch
l.S-C-ry cir
17
.1
�ciq3
-
All
I�
i

.2.
F
aI�
St!'C4M
1'10,i11Ac n ✓ Broach
) Sloe C41c��4.fi�o�s
,saM; _ o
I. ef. M I —1 1 i
a.�zM�-1,y4m• .b8m�
e1e.v
cum
dial
d(st
sla
2Zo�
o
SIP
216�
21f0
2 zv
Z quo
.5s-
9/
/•�f
'73
2./2
.33
6�,6
r3
37.7
29
.31
&g.77
sf.3
dis�a�cG