NC0085189_wasteload allocation_19950908

Discharger
-Receiving Stream
Summer 7Q10
Design Temperature:
*** MODEL SUMMARY DATA ***
JOSE'S RESTAURANT
UT BUFFALO CREEK
0.57
25.0
ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka 1
1 mile I ft/mil fps I ft Idesignl @20 Idesignl
Segment 1 1 0.251 30.801 0.149 1 0.52 1 M l 1 0.33 1 9.22
Reach 1
Segment 1
Reach 2
Segment 1
Reach 3
Subbasin : 030203
Stream Class: WS IV
Winter 7Q10 me0.09'ri,10
Ka I KN I KN
@20 Idesignl @20
8.271 0.73 1 0.50
1 1
I KNR I KNR
Idesignl @20
1 0.73 1 0.00
I SOD I SOD (
Idesignl @20
1 0.00 1 0.00 1
1 0.851 23.501 0.143 1 0.56 1 0.37 1 0.30 1 6.75 1 6.051 0.73 1 0.50 1 0.73 1 0.00 10.00 10.00 I
i
1 0.401 21.10I 0.142 1 0.58 1 0.36 1 0.29 1 6.00 1 5.381 0.73 1 0.50 1 0.73 1 0.00 1 0.00 10.00 I
I Flow
I cfs
Segment 1 Reach 1
Waste 1 0.059
Headwatersl 0.530
Tributary 1 0.000
* Runoff 1 0.160
Segment 1 Reach 2
Waste 1 0.008
Tributary I 0.000
* Runoff I 0.072
Segment 1 Reach 3
Waste I 0.000
Tributary I 0.000
* Runoff I 0.072
1 CBOD I NBOD I D.O. I
mg/1 I mg/1 I mg/1
33.000 172.000 I 6.000
2.000 1 1.000 1 7.440
2.000 I 1.000 I 7.440
2.000 I 1.000 1 7.440
1 45.000 190.000 1 0.000
2.000 I 1.000 I 7.440
2.000 1 1.000 I 7.440
0.000 I 0.000 I 0.000
2.000 I 1.000 I 7.440
2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

PROPOSED DISCHARGE
NO ACUTE AMMONIA LIMIT'
-- ----=- MODEL RESULTS
Discharger DOSE'S RESTAURANT
Receiving Stream : UT BUFFALO CREEK
- -- ---- -- - ---- - - -------
The End D.O. is 7.36 mg/l
The End CBOD is 3.95 mg/l.
The End NBOD is 4.89 mg/l
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flo
(mg/ 1) Milepoint Reach # (mg/ 1) (mg/1) (mg/ 1) (mgd)
Segment 1 7.23 0.59 2
Reach 1 7NC, 01644WAY f Aj0 33.00 72.00 6.00 0.03800
Reach 2 �,' 45.00 90.00 0.00 0.00500`
Reach 3 0.000000 0.00 0000000
UL
_ cp
c7 i .rt

Seg'# I Reach # I Seg Mil I D.O. j CBOD
Ito . I 1 1 0000 7.3 0 5.10
ftautc
1 1 0.05 7.32 5.02
1 1 0010 7.34 4.93
1 1 0`.15 7.35 4.85
1 1 0.20 7.37 4.78
1 1 0.25 7.39 4.70
4kfje,05 REST1 2; 0.25 7.3O _ :5 19
` 1 2 0.42 7.24 4.99
1 2 0.59 7.23 4.81
1 2 0.76 7.24 4.63
1 2' 0.93 7.28 4.46
1 �-__2� ��w _ _1.10 7.o_32_ V 4 e 30_H
1 3 1.10 7.32 4.30
1 3 1.20 7.32 4.21
1 3' 1.30 7.33 4.12
1 3 1.40 7.34 4.03
1 3 1950 7.36 3.95
I Seg # ; I Reach # ( Seg ` Mi ` I D.O. I CBOD
SUMMER
PROPOSED DISCHARGE
NO ACUTE AMMONIA LIMIT
I NBOD I Flow
8.10 0.59
7 89 0.60
7 68 0.60
7 48 0.61
7 2 8 0' . 6 2
7 10 0.63
8:11 0.64
756 0.65
7 05 0.66,
6' 58 0.67
6.14 0.69
5.74 0.70
5.74
5.51
5.30
509
4 89
NBOD
070
.
0.71
0.71
0.72
Flow I%

t
-
StorielighwayM1413 JowlsRestovvrt
Segment Reach
S1 R1 St R2 S1 R3
Len
th
0.25
0.85
0.4
Ow
0.038
0.005'
-
CBOD
33
1A5
NBOD
72
`1
DO
6
s 7010
0016
0.072
0.072
w 7010
0.24
0.12
0.12
Gave
0696
0 49
0 49
::•
?r1y
s 7010
w 7G10
Gave
Slope
30.8
1 215
21.1
Cuamuiative
Distance Sevalion SIOpe Distancee
0 580
0666 560 30.8 0.65
0085 540 23.5 165
0.95 520 21.1 2:45.
Runoff
S1 R1 Si R2 and S1 R2
S7010 (0.57-0.53)/0*25 (0.66-0*57)/1.25
w7010 ( 0990 - 0.84) / 0925 (1.05 - 0.9) / 1 *25
Gave l 3.61 - 3*37 i / 0*25 ( 4.22 - 3.61 i / 1.25
\NCO060623
ighway MHP
Providence
d as if discharge Is at mouth) Church
Jose's Restaurant
NCOOSS189
v _ S1 R1 M .4 A S1 R2 -- _ , .. _ r _.S1 R
C��17
SR 2221
0
1
Unnamed road
c h i C At N1Ce. Mvilm t
�Z5ocrOj
eNj Flo Chi Flv
. zzVJ4 claw eM,NZ
At toy iz.. "
I`
(vul
c %
tC 00 5►��_ � ;
Ot
-
1'
s;

Low FI
Drainage Are
L]at
Facility: Jose's Restaurant
NPDES#: NCO085189
Receiving Stream: ��t Buffalo Creek
11
Comment(s): confluence with Stone Highway MHP -BRA
Record Station Number:
Hydrologic Area Number:
.ow Flow Record Station:
d Station:
HA10
0.00 cis
must be < 4W sq. miles
Drainage Area New Site: 293 sq. miles
MAR New Site: 1.2 cfs/miles squared
Qave per Report Equation: 137 cfs
s7Q10 per Report Equation: 0.53 cfs
w7010 per Report Equation: 0.84 afs
30Q2 per Report Equation: 1.16 cfs
Continue
Drainage Area Ratio: #DIV/01
[ new DA / Da at gage ] #DIV/01
Weighted Ratio: #DIV/01
Over -ride Inappropriate Site ( y ):
Drainage Area
New Site:
2.93 mites'squared
MAR
New Site:
1.2 cfs/miles squared
Weighted Qave
per
Report
Equation:
#DIV/0t
Weighted s7Q10
per
Report
Equation:
no input from above
Weighted w7Q10
per
Report
Equation:
no input from above
Weighted 30Q2
per
Report
Equation:
no input from above

w
Facility: Jose's Restaurant
NPDES#: NC0085189
Receiving' Stream: ut Buffalo Creek
Comment(s): mouth of unnamed tributary wkict- my
E
Low Flow Record Station Number: HA10
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Mean' Annual Runoff:
Gave Low Flow Record Station: 0600 cfs
s7Q10 Low Flow Record Station:
w7010 Low Flow Record Station:
3002 Low Flow Record Station:
must be < 4W sq. miles
Drainage Area New Site 3.67 sq. miles
MAR New Site 1.2 cfs/miles squared
Qave per Report Equation: 4.22 cis
s7Q10 per Report Equation: 0.66 cfs
w7010 per Report Equation: 1.05 cis
3002 per Report Equation 1.45 cfs
Continue
Drainage Area Ratio: #DIV/01
[ new DA / Da at gage ] #DIV/01
Weighted Ratio:' #DIV/0l
Over -ride Inappropriate Site ( y Drainage Area New Site: 3.67 miles squared
MAR New Site: 1.2 cfs/miles squared
:Weighted
ted Qave per Report Equation: #DIV/01
ed s7Q10 per Report Equation: no input from above
w7Q10 per Report Equation: no input from aboveted 3002 per Report Equations no input from above

Faality: Jose's Restaurant
NPDES#: NC0085189
Receiving Stream: ut Buffalo Creek
Comment(s): proposed'discharge
Low Flow Record Station Number:
Hydrologic Area Number: HA10
Drainage Area Low Flow Record Station:
Mean Annual Runoff:
Qave Low Flow Record Station: 0.00°cfs
s7Qf 0 Low Flow Record Station:
w7Q10 Low Flow Record'Station:
30Q2 Low Flow R®cord Station:
must be < 400 sq. mils
Drainage Area New Site: 314 sq.`miles
MAR New Site: 1.2 cfs/miles squared.::
Qave per Report Equation: 3.61 cfs
s7Q10 per Report Equation: ' 0.57 cfs
w7Q10 per Report Equation: � 0.90 afs
30Q2 per Report Equation: f.24 cfs
Continue
Drainage Area Ratio: #DIV/O!
[ new DA I Da at gage ] #DIV/O!
Weighted Ratio: #DIV/0!
Over -ride Inappropriate Site (y ):
Drainage Area
New Site:
3.14 miles'squared
MAR
New Site::
1.2 cfs/miles squared
Weighted Qave
per
Report
Equation:'
#DIV/0!
Weighted s7Q10
per
Report
Equation:
no input from above
Weighted w7Q10
per
Report
Equation:
no input from above
Weighted 30Q2
per
Report
Equation:
no input from above

SUMMER
UNCALIBRATED
vL
�Gtc
----------
Discharger : DAN RIVER (SMITH CREEK) MODEL
Receiving Stream DAN RIVER
The End D.O. is 6.84 mg/l.
The End CBOD is 6.85 mg/l.
The End NBOD is 3.01 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flo
(mg/1) Milepoint Reach-# (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.44 0.00 1
Reach 1 0.00 0.00 0.00 0900000
Segment 2 7.44 0.00 1
Reach 1 0.00 0.00 0.00 0000000
Segment 3 6.83 8.50 9
Reach 1 - 0.00 0.00 0.00 0.00000
Reach 2 79.80 57.15 0.00 13.50000
Reach 3 0.00 0.00 0.00 0000000
Reach 4 19.80 0.36 0.00 0.89130
Reach 5 119.61 9.00 0.00 5920000
Reach 6 19.26 0.23 0.00 0.50000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Reach 9 0.00 0.00 0.00 0000000
Segment 4 6.82 0.05 1
Reach 1 90.00 90.00 0.00 0.50000
Reach 2 0.00 0.00 0.00 0000000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
DAN RIVER
DAN RIVER
210.0
25.0
(SMITH CREEK) MODEL
Winter 7Q10 as
Subbasin : 0302
Stream Class: C
370.0
ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I SOD I SOD I
I mile I ft/miI fps I ft Idesignl @20 ►design) @20 Idesign) @20 Idesign► @20 ►design► @20 1
-------------------------------------------------------------------------------------------------------------------
Segment 1 1 0.901 2.301 0.708 1 4.45 1 0.27 1 0.22 1 1.60 1 1.431 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 1 I I
-------------------------------------------------------------------------------------------------------------------
Segment 2 1 2.451 4.001 0.921 1 3.57 1 0.29 1 0.23 1 3.61 1 3.241 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 ► I I
-------------------------------------------------------------------------------------------------------------------
Segment 3 1 0.901 2.301 0.968 1 5.17 1 0.28 1 0.22 1 2.19 1 1.961 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 1 I I
-------------------------------------------------------------------------------------------------------------------
Segment 3 1 1.601 2.30I 1.007 1 5.20 1 0.28 1 0.22 1 2.27 1 2.041 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
i
Segment 3 1 0.701 2.301 1.008 1 5.21 1 0.28 1 0.22 1 2.27 1 2.041 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
Segment 3 1 0.101 2.301 1.011 1 5.21 1 0.28 1 0.22 1 2.28 1 2.051 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
I
Segment 3 1 0.301 2.301 1.026 1 5.22 1 0.28 1 0.22 1 2.32 1 2.081 0.44 1 0.30 1 0.44 1 0.00 1 0.00 10.00 I
Reach 5 1 1 1
--------------------------------------------------------------------------------------------------------=----------
Segment 3 1 0.201 2.30I 1.028 1 5.22 1 0.28 1 0.22 1 2.32 1 2.081 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 6 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
Segment 3 1 0.801 2.30► 1.027 1 5.23 1 0.28 1 0.22 1 2.32 1 2.081 0.44 1 0.30 1 0.44 1 0.00 10.00 1 0.00 1
Reach 7 1 I I
-------------------------------------------------------------------------------------------------------------------
Segment 3 1 0.301 2.30I 1.027 1 5.24 1 0.28 1 0.22 1 2.32 1 2.081 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 8 1 I
-------------------------------------------------------------------------------------------------------------------
Segment 3 1 3.601 2.30I 1.029 1 5.24 1 0.28 1 0.22 1 2.32 1 2.081 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 I
Reach 9 1 I I
-------------------------------------------------------------------------------------------------------------------
Segment 4 1 0.051 2.301 1.033 1 5.24 1 0.28 1 0.22 1 2.33 1 2.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1

----------------------------
I I I
Segment 4 1 3.001 2.301
Reach 2 1 1 1
---------------------------
I I I 1 1
1.037 1 5.28 1 0.28 1 0.22 1 2.34
------------------------------------
( Flow
cfs
Segment 1 Reach 1
waste 1 0.000
Headwatersl210.000
Tributary I 0.000
* Runoff I 0.450
Segment 2 Reach 1
waste 1 0.000
Headwatersl175.000
Tributary 1 0.000
* Runoff 1 0.820
Segment 3 Reach 1
waste 1 0.000
Headwaters) 0.000
Tributary ( 0.000
* Runoff I 0.450
Segment 3 Reach 2
Waste 120.925
Tributary ( 0.000
* Runoff ( 0.450
Segment 3
Waste
Tributary
* Runoff
Segment 3
Waste
Tributary
* Runoff
Segment 3
Waste
Tributary
* Runoff
y
Segment 3
Waste
Tributar
* Runoff
Reach 3
0.000
I 0.000
0.740
Reach 4
1.382
0.000
i 0.740
Reach 5
I 8.060
I 0.000
0.740
Reach 6
I 0.775
I 0.000
I 0.740
I
2.101 0.44 1 0.30
1
I I 1 1
1 0.44 ( 0.00 1 0.00 1 0.00 1
I CBOD i NBOD 1 D.O. i
1 mg/1 1 mg/i 1 mg/1 I
I 0.000 ( 0.000 1 0.000
I 2.000 I 1.000 I 7.440
2.000 I 1.000 I 7.440
2.000 1 1.000 1 7.440
0.000 I 0.000 I 0.000
I 2.000 I 1.000 1 7.440
I 2.000 I 1.000 I 7.440
2.000 I 1.000 ( 7.440
0.000 I 0.000 ( 0.000
I 2.000 1 1.000 1 7.440
I 2.000 1 1.000 1 7.440
I 2.000 I 1.000 1 7.440
79.800 1 57.150 1 0.000
I 2.000 I 1.000 1 7.440
2.000 ( 1.000 I 7.440
I 0.000 I 0.000 I 0.000
I 2.000 I 1.000 ( 7.440
2.000 1 1.000 1 7.440
19.800 i 0.360 I 0.000
I 2.000 i 1.000 I 7.440
I 2.000 1 1.000 1 7.440
I119.610 I 9.000 I 0.000
2.000 I 1.000 I 7.440
I 2.000 I 1.000 I 7.440
19.260 I 0.225 1 0.000
2.000 1 1.000 I 7.440
I 2.000 I 1.000 1 7.440

Segment 3 Reach 7
waste ► 00000 ( 0,000 ► 08000 ► 00000
Tributary ( 0,900 i 2,000 ► 1,000 ► 7,440
* Runoff ( 00740 ► 20000 ► 1,000 ► 7,440
Segment 3 Reach 8
Waste ► 06000 ► 06000 ► 00000 ( 00000
Tributary ► 0.200 ► 2,000 ► 1.000 ► 7.440
* Runoff ► 0.740 ► 2.000 ► 1.000 ► 7.440
Segment 3 Reach 9
Waste ► 0.000 ( 0.000 ( 0.000 ► 0.000
Tributary ► 0.000 ► 2,000 ► 1,000 ► 7,440
* Runoff ► 0,740 ► 2,000 ► 1,000 ► 7,440
Segment 4 Reach 1
Waste ( 0,775 ► 909000 ► 906000 ► 00000
Headwaters► 0.000 ( 20000 ► 1,000 ► 7,440
Tributary ► 0.000 ( 20000 ► 1,000 ► 70440
* Runoff ( 2.510 ► 2.000 ► 1,000 ► 7,440
Segment 4 Reach 2
waste ► 00000 ► 00000 ( 00000 ► 00000
Tributary ► 4.200 ► 2.000 ► 1.000 ► 7.440
* Runoff ► 2.510 i 2.000 ► 1.000 ► 7.440
* Runoff flow is in cfs/mile

SUMMER
UNCALIBRATED
Seg # Reach # Seg Mi I D.O. I CBOD NBOD Flow
1 1 0.00 7.44 2.00 1.00 210.00
1 1 0.45 7.45 1.98 0.98 210.20
1 1 0.90 7.46 1.96 0.97 210.40
2 1 0000
._ 7 .4 42000 1000 17 5.0 0
2 1 0.49 7.50 1.98 0.99 175.40
2 1 0.98 7.55 1.96 0.97 175.80
2 1 1.47 7.60 1.94 0.96 176.21
2 1 1.96 7.64 1.93 0.94 176.61
2 1 2.45 7.68 1.91 0.93 177.01
.8 3 1 V. 0 cvUNOTmnm-6 _ 1 :�9W _. 0 9 5 o- 3 8.7.41
Orj&� 3 1 0.45 7.58" 1.92 0.94 387.62
3 1 0090 _ 7 .5.9" 1090 ._._ .. 0 9 3 3 8 7.8 2
'' c, 3 2 0.9 0 7.21� 5.8 9 3.81 4 0 8 .7 4
3 2 1.00 7.20v/ 5.88 3.79 408.79
3 2 1.10 7.19- 5.87 3.78 408.83
3 2 1.20 7.19�' 5.86 3.77 408.88
3 2 1.30 7.18o" 5.85 3.76 408.92
3 2 1.40 7.18v' 5.84 3.75 408.97
3 2 1.50 7.17�' 5.83 3.74 409.01
3 2 1.60 7.17� 5.82 3.73 409.06
3 2 1.70 7.17`5.81 3.72 409.10
3 2 1.80 7.16*` 5.80 3.71 409.15
3 2 1.90 7.16� 5.79 3.70 409.19
3 2 2.00 7.15p' 5.78 3.69 409.24
3 2 2.10 7.15t`' 5..77 3.68 409.28
3 2 2.20 7.14v`J 5.76 3.67 409.33
3 2 2.30 7.14�/ 5.75 3.66 409.37
3 2 2.40 7.14k' 5.74 3.65 409.42
3 211-11 2.50__ 7.13v 5.73 3.64 409.46
01 3 3 2.50 7.13- 5.73 3.64 409.46
UG 3 2.60 7.13`' 5.72 3.63 409.54
3 3 ��S 2.70 7.13✓ 5.71 3.62 409.61
3 3 Js� v��� 2 80 7.12✓ 5.70 3.61 409.69
3 3 �' � 2.90 7.12r 5.69 3.60 409.76
3 3 3.00 7.11" 5.68 3.59 409.83
3 3 3.10 Tell 5.67 3.58 409.9l
3 3 .20 7 11 5 6 6 3 5 7 4 0 9.98..
3 4 3 .2 0 7: 08 di :.7.1.m�., 3 _. 5 6 a __`1
6411 . 36
3 4 3.25 7.08� 5.70 3.55 411.40
3� 4 s 3930 7.08✓ 5.70 3 55 411.44
3 5 3.3 0 6. 95 78 8:6 551--IrI �411 19.5 0
3 5 3.404 61.94v� 7.87 3.64 419.57
3 5 3.50 6.94✓ 7.86 3.63 419.65
3 _ 5 _ _ ,3 6 0 6.9 3/ 7 .8 3
4 - . 6 2 419.7 2
1e T 3 6 3.60 6.92✓ 7.86 3.62 420.49
co 3 6 3.65 6a92v` 7.86 3.61 420.53
3 6 3:70 6.92 7.85 3.61 420.57
3 6 3.75 6.91�' 7.84 3.60 420.61
3 6 3.80 6.9le' 7.84 3.60 420.64
3 7 3.80 6.91V� 7 82 3.59 421.54
3 7 3.90 6.91e 7.81 3.58 421.62
3 7 4.00 6.9r' 7.80 3.57 421.69
3 7 4.10 6.90 7.78 3.56 421.76
3 7 4.20 6.90 7.77 3.55 421.84
3 7 4.30 6.90 7.75 3.54 421.91
3 7 4.40' 6.89 7.74 3.53 421.99

3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
I Seg # I
7 4.50 6.89 7.73 3.52 422.06
7 4.60 6.89 7.71 3.51 422.13
8 .4 �60� _. -6 8.9 7 .71 3 .51 . 422 33
8 4.70 6.89 7.70 3.50 422.41 lot
8 4.80 6.88 7.68 3.49 422.48
8 .4.90 6.88 7.67 3.48 422.56
9 4 .9 0 6 "&8 7. a 6.7 3�: 4�84,22 . 5 6
9 5.50 6.87 7.59 3.43 423.00
9 .6.10 6.86 7.51 3.37 423.44
9 .6s70 6.85 7.43 3.32 423.89
9 c7.30 6.84 7.35 3.26 424.33
9 7.90 6.84 7.27 3.21 424.78
9 8.50 6.83 7.20 3.16 425.22
6.82 7.35 3.32 426900
1 0601 6.82 7.35 3.31 426.02
1 0.02 6982 7.34 3.31 426.05
1 0.03 6.82 7.34 3.31 426.07
1 0.04 6.82 7.34 3.31 426.10
1 0. 05 6. 82 _ 7M..344
4 ���x� .3 .w3.1� 42 6. 12
2 -- - -0 05 6. 83 7.29 3.29 430 e 32
2 0.55 6.83 7.21 3.24 431.58
2 1.05t 6.83 7.14 3.19 432.83
2 1.55F 6.83 7.07 3.14 434.09
2 2.05, 6.83 7.00 3910 435.34
2 2v554 6.83 6.92 3.05 436.60
2 3A S 6.84 6.85 3.01 437.85
Reach # I Seg Mi ( D.O. I CBOD I NBOD I Flow
�-5
�Q•�m
14
E•��tG{92c3

S UMME R
O'CONNOR-DOBBINS
SEGMENT 4 R/O'S
'S
---------- MODEL RESULTS ----------
Discharger DAN RIVER (SMITH CREEK) MODEL
Receiving Stream DAN RIVER
mg The End D.O. is 6.13 /1.
The End CBOD is 6.91 mg/l.
The End NBOD is 3.03 mg/l.
CHANGED
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flo
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
---------------------- ---- ---- -- ---------
Segment 1 7.44 0.00 1
Reach 1 0.00 0.00 0.00 0000000
Segment 2 7.44 0.00 1
Reach 1 0.00 0.00 0.00 0000000
Segment 3 6.28 8.50 9
Reach 1 0.00 0.00 0.00 0000000
Reach 2 79.80 57.15 0.00 13.50000
Reach 3 0.00 0.00 0.00 0000000
Reach 4 19.80 0.36 0.00 0.89130
Reach 5 119.61 9.00 0.00 5.20000
Reach 6 19.26 0.23 0.00 0.50000
Reach 7 0.00 0.00 0.00 0600000
Reach .8 0.00 0.00 0.00 0000000
Reach 9 0.00 0.00 0.00 0000000
Segment 4 6.13 3.05 2
Reach 1 90.00 90.00 0.00 0.50000
Reach 2 0.00 0.00 0.00 0000000

***
MODEL SUMMARY DATA ***
Discharger :
Receiving Stream
Summer 7Q10
Design Temperature:
DJOIN RIVER
DAN RIVER
210.0
25.0
(SMITH CREEK) MODEL
Winter 7Q10
Subbasin 0302
Stream Class: C
370.0
ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I AN I KNR I KNR I SOD I SOD 1
------------I mile-I-ft/mil fps 1 ft Idesignl @20 ldesignl @20 Idesign) @20 (design) @20 Idesignl @20
----------------------------------------------------------------------
Segment 1 1 0.901 2.301 0.708 1 4.45 1 0.27 1 0.22 1 1.29 1 1.161 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 1 I I I I I I I I I I I
---------------------------------------------------------------------
Segment 2 1 2.451 4.001 0.921 13.57 1 0.29 1 0.23 1 2.05 1 1.841 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1
----------------------------------------------------------------------
i I I I I I I I t
Segment 3 1 0.901 2.301 0.968 1 5.17 1 0.28 1 0.22 1 1921 1 1.081 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach l
-----------------------------------------------------------------------
Segment 3 1 1.601 2.301 LOU 1 5.20 1 0.28 1 0.22 1 1.22 1 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
----------------------------------------------------------------------
I
Segment 3 1 0.701 2.301 1.008 1 5.21 1 0.28 1 0.22 1 1.22 1 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 3 1 I I
-----------------------------------------------------------------------
1
Segment 3 1 0.101 2.301 1.011 1 5.21 10.28 1 0.22 1 1.22 I 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 4 1 1 1 1 I I I I 1 1 1 1 1
-----------------------------------------------------------------------
Segment 3 1 0.301 2.301 1.026 1 5.22 1 0.28 1 0.22 1 1.22 1 1.101 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 5 1 1 1
----------------------------------------------------------------------
I
Segment 3 1 0.201 2.301 1.028 1 5.22 1 0.28 1 0.22 1 1.22 1 1.101 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 6 1 1 1 1 1 1 1 1 1 1 1 1 1
----------------------------------------------------------------------
Segment 3 1 0.801 2.301 1.027 1 5.23 1 0.28 1 0.22 1 1.22 1 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 7 1 1 1 1 1 1 1 1 1 1 1 1 1
----------------------------------------------------------------------
Segment 3 1 0.301 2.301 1.027 1 5.24 1 0.28 1 0.22 1 1.22 1 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 8 1 1 1 1 1 1 1 1 1 1 1 1 1
---------------------------------------------------------------------
Segment 3 1 3.601 2.301 1.029 1 5.24 1 0.28 1 0.22 1 1.22 1 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 9 1 1 1 1 1 1 1 1
------------------------------------------------------------------
i
Segment 4 1 0.051 2.301 L O D 1 5.24 1 0.28 1 0.22 1 1.22 1 1.091 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1

Segment 3 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.900 ( 2.000 I 1.000 ( 7.440
* Runoff I 0.740 ( 2.000 I 1.000 i 7.440
Segment 3 Reach 8
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.200 I 2.000 I 1.000 I 7.440
* Runoff ( 0.740 I 2.000 I 1.000 I 7.440
Segment 3 Reach 9
Waste I 0.0000.000
Tributary I 0.000 I 2.000 I 1.000 ( 7.440
* Runoff I 0.740 I 2.000 I 1.000 ( 7.440
Segment 4 Reach 1
waste I 0.775 190.000 190.000 I 0.000
Headwatersl 0.000 I 2.000 I 1.000 I 7.440
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff ( 0.740 I 2.000 I 1.000 I 7.440
Segment 4 Reach 2
waste I 0.000 I 0.000 ( 0.000 I 0.000
Tributary I 4.200 ( 2.000 ( 1.000 I 7.440
* Runoff ( 0.740 I 2.000 I 1.000 I 7.440
* Runoff flow is in cfs/mile

SUMMER
W CONNOR-DOBBINS
SEGMENT 4 R/0'S CHANGED
I Seg # I Reach # ( Seg Mi I D.O. I CBOD I NBOD I Flow
1 1 0000 7.44 2000 1600 210000
')PCTt 1 1 0.45 7.44 1.98 0.98 210.20
1 1 0090 7.45 1.96 0.97 210.40
2 1 0000 7.44 2000 1000 175.00
tjpwe,rQm 2 1 0049 7.46 1a98 0a99 175.40
SMttWA, 2 1 0. 98 7.4 8 1. 96 0. 97 17 5.8 0
2 1 1.47 7950 1.94 0.96 176.21
2 1 1.96 7.52 1.93 0.94 176.61
2 1 245 7.53 1091 0.93 177901
9
-m WW , _ ._ N.,_... , . ...K, . z m
dWKk," 3 1 0000 7 .49� 1. 93 0. 95 387941
3 1 0.45 7.49�/ 1.92 0.94 387.62
3 1 0090 7 49� 1090 0.93 387.82
3 2 0.9 0 7.10 5w.. 8.9.3. o8.1 ,4 0 8�. 74
3 2 1900 7.M9 5.88 3979 408.79
3 2 1010 7 A&8 5.87 3.78 408 .83
3 2 1e20 7.07� 5.86 3.77 408w88
3 2 1s30 7.06L' 5.85 3076 408.92
3 2 1s40 7.05' 5984 3.75 408.97
3 2 1m50 7.04'� 5.83 3.74 409001
3 2 1.60 7.03'' 5.82 3.73 409.06
3 2 1.70 7.01,' 5.81 3.72 409010
3 2 1980 7.00� 5.80 3.71 409915
3 2 1090 6.99� 5.79 3970 409019
3 2 2600 6.9V 5.78 3.69 409.24
3 2 2.10 6.97� 5.77 3.68 409028
3 2 2.20 6.96-� 5.76 3.67 409.33
3 2 2.30 6.95✓ 5.75 3.66 409.37
3 2 2.40 6.94� 5.74 3.65 409.42
3 _._. 2 _5 0. _ 6 a 9.4v' 5 7 3E_ _�. 3`. 6 4 4 0 9 s 4 6
3 3 2.50 60-94� 5.73 3.64 409.46
3 3 2.85 6.90,' 5.69 3.61 409.72
3 3 3.20 6 a 87'� 5 66 3 57 409098
3.2 0 6 a 8 5�% 5.71 3.5 6 411�. 3 6
3 4 3.25 6.84✓ 5.70 3.55 411.40
3.30 6 84� 5.70 3.55 411.44
3.30 6a71�' 7.88 3.65 419.50
3 5 3.40 6.70r 7.87 3.64 419.57
3 5 3.50 6. 69v" 7.86 3. 63 419 e�65
3 ,.. _nI_ _,. ,�_.:.. 5 3.6 0 6. 6 8 °� 7.8 4 3. 62 419972
3 6_.�..��3.6 0 6 _ 6 6� r ..m__ 7.8 6 3.62 4 2 0.4 9
3 6 3.65 6 0%6&� 7.86 3. 61 420953
3 6 3.70 6a65' 7.85 3.61 420.57
3 6 3.75 6.65/� 7.84 3.60 420.61
3 _ 3"s 7 8,0
._.6_.64°oo' 7.84 3.60 420.64
3 7 3.80 6.64vo- 7.82 3.59 421.54
3 7 3.90 6.63 7.81 3.58 421.62
3 7 4900 6.62w�- 7.80 3.57 421969
3 7 4.10 6.61v� 7.78 3.56 421.76
3 7 4020 6.60&` 7.77 3.55 421.84
3 7 4.30 6a59'000' 7.75 3.54 421.91
3 7 4.40 6a58✓' 7.74 3.53 421099
3 7 4.50 6a57" 7.73 3.52 422.06
3 _7 4 m60 6.56v" 7.71 3.51 422.13
3 8 4.60 6. 5 6& 71.T71 3.5l 422.33
3 8 4s70 6a56 - 7,70 3.50 422.41
3 8 4980 6a55 " 7.68 3.49 422948

3
3
3
3
3
3
3
3
4
4
4
4
4
4
4Y
4
4
4
4
4
4
8 4.90
r -a • ✓ V
9 5.50
9 6.10
9 6.70
9 7.30
9 7.90
9 8.50
1 0.01
1 0.02
1 0.03
1 0.04
-0._05
2
2
2
2
2
2
2
Reach # I
0.05
0.55
1.05
1.55
2.05
2.55
3.05
Seg Mi
6.54�v"
V • V -Z W
6.48vr'
6.44v'
6.3Y
6.35V
6.31/
6.28'
6.26v�
6.26& ,
6.26
6.26,;
6.26
6.27
6.24�
6.22/
6.19/
6 :17v°
6.15/
6.13v'
D.O. I
7.67
7.59
7.51
7.43
7.35
7.27
7.20
7.35
7.34
7.34
7.34
7.34
7.2.9.
7.22
7.16
7.10
7.04
6.98
6.91
CBOD
3.48 422.56
3 44�2.56
3.43 423.00
3.37 423.44
3.32 423.89
3.26 424.33
3.21 424.78
3.16 425.22
* � 32 _. z 2 6�: 0 0
3.31 426.00
3.31 426.01
3.31 426.02
3.31 426.03
3.31 426.03
�3.29430.23
3.24 430.60
3.20 430.97
3.16 431.34
3.11 431.71
3.07 432.08
3.03 432.45
I NBOD I Flow I
LI 10)

cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality section
Attention: Greg Nizich
Date: 950908
County Rockingham
Permit No. NC0085189
PART I - GENERAL INFORMATION
?: Facility and Address: Jose's Restaurant
Joses Rd off Hwy 135
Stoneville, N.C. 27048
2. Date of Investigation: 950906
3. Report Prepared by: David Russell
No x
4. Persons Contacted and Telephone Number: Joseph Doyle (910)
627-5673
5. Directions to Site: From Hwy 220 in Rockingham County
travel Hwy 135 toward Eden. Turn left on Joses Rd. just
past SR 2148 located on the right.
6. Discharge Points(s), List for all discharge points:
Latitude: 360 28' 04" Longitude: 790 49' 57"
U.S.G.S. Quad No. B19NE U.S.G.S. Quad Name Southwest Eden
7. Site size and expansion area consistent with application?
X Yes Mr. Doyle says he owns 3.5 acres at the restaurant
site.
8. Topography (relationship to flood plain included): The site
is well above the flood plain.
9. Location of nearest dwelling: There are a few houses located
w0thin 1000 feet of the restaurant.

10. Receiving stream or affected surface waters: UT to Buffalo
Creek
a. Classification C
b. River Basin and Subbasin No.: ROA 03
c. Describe receiving stream features and pertinent
downstream uses: The stream is in a wooded rural area.
Both upstream and downstream of the proposed discharge
point there are permitted MHP discharges into Buffalo
Creek.
Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: MGD (.Ultimate
Design Capacity) System would be designed to treat
wastewater for a 175 seat restaurant.
b. What is the current permitted capacity of the Waste
Water Treatment facility? Restaurant has a subsurface
disposal system that was permitted by the Health
Department.
c. Actual treatment capacity of the current facility
(current design capacity)? Not known.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years. N/A
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities; Existing: Septic tank - subsurface
nitrification lines.
f. Please provide a description of proposed wastewater
treatment facilities. Septic tank, sub surface
sandfilter, chlorination.
g. Possible toxic impacts to surface waters: None
projected
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
Restaurant is not in use at this time Oft if built, septic
tank would be pumped as needed by septage hauler.
NPDES Permit Staff Report
Version 10/92
Page 2

Subsurface: Poor soils - there is an existing subsurface
system in place that served the restaurant, but is showed
signs of failing in 1991 when the restaurant closed
Other disposal options:
5. Other Special Items:
PART I`ii - EVALUATION AND RECOMMENDATIONS
The existing 175 seat restaurant has not operated since
1991. The restaurant has a septic tank - nitrification system
perm t�}ted by the Health Department. According to Mr. Doyle, the
system showed signs of failing when the restaurant closed. The
area bias been found unsuitable for sub -surface disposal; and Mr.
Doyle presently owns only 1/2 acres at the restaurant site
which is inadequate for spray irrigation.
It is recommended that a
system should have an adequate
protect the sandfilter system.
discharge permit be issued. The
oil/grease separator to help
d�� C• � SSv � It
Signature of report preparer
Water Quality Regiofial Supervisor
Date
NPDES Permit Staff Report
Version 10/92