NC0031879_Wasteload Allocation_19881201

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO° 31-71
FACILITY NAME• - C:����,•„ ��u.k L..��.�T{'
Facility Status: EXISTING PROPOSED
(clrcls one)
Permit Status: RENEWAL MODEICATION UNPERMITTED NEW
(circle one)
Major
Pipe No:
Minor.
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
3.0 luNG13
147
RECEIVING STREAM-
Class- C
Sub -Basin -
C ,r=M C u �
Reference USGS Quad: f= i+
County:
Regional Office: Office: '�) Fa
(elrel...$)
(please attach)
Mo Ra Wa Wi WS
Requested By:rvE7-1-E Date -
Prepared By:
Reviewed By:
aE
Date:
'r
Date:
Modeler
Date Rec.
k
Drainage Area (mil) 7 lY Avg. Streamflow (cfs)-
7Q10 (cfs) `2-Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC 'o 7 X (circle on.) Acute /
Instream Monitoring;re) Dv., caktotie+iliTt) 7)/{���
Parameters
Upstream
Downstream
Cal i trr n I
Location /°G , - '(v
Location
5'2 ► 79 L/ (cr;,h1:1�1�f
Effluent
Characteristics
Summer
Winter
BOD5 (mg/I)
30
NHs N (mg/1)
Arr.
D.O. (mg/1)
5
TSS (mg/l)
30
F. Col. (/100m1)
/000
pH (SU)
6- 9
C 11✓DMt vdl'1
3 rlfa
/U/ f
75 v to
Comments-
(

WASTELOAD ALLOCATION APPFWVAL FoR'EC EWE- D
Water Quality Se rtion
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestorr
Date of Request
Quad
i`! OO 3 1 8 7 9
MARION-CORPENING CREEK WWTP
47% DOMESTIC / 53% INDUSTRIAL
EXISTING
CORPENING CREEK (YOUNGS FORK)
030830
MCDOWELL Drainage Area
ARO Average Flow
FOSTER Summer 70,10
1 0/ 1 7/88 Winter 7Q 1 0
E 11NW 300,2
RECOMMENDED EFFLUENT L1MIT°
Wast€:•Flow
5-Day BOCK
Ammonia Nitrogen
Dissolved Oxygen
TS5
Fecal Col i form
pH
(mgd) : 3.0
(rng/1) : 30
(rng/1) : nr.
(mg/1): 5
(mg/1): 30
( ##/ 1 00m1) : 1 000
(SU): 6-
Chromium
Nickel
Lead'
(ug/1): 68
(ug/1): 75
!'rg/1): 35
Upstream (Y/N) : N
Downstream (Y/N) : N
Location:
Location:
NOV 1 6 1988
Asheville Regional Office
Asheville, North Carolina
(sq mi)
(cfs) .
(cfs) .
(cfs) :
(cfs) :
Cyanide (ug1) 7.5
MONITORING
8.28
12
2.3
3.6
CEfVED
i uv 1988
PERMITS & ENGINEERING
1
COMMENTS -
RECOMMEND EFFLUENT MONITORING FOR CADMIUM, COPPER, ZINC, SILVER, 1.:C.rRY,
*TOXICITY REQUIREMENTS ATTACHED*
Recoipmended by
Rev ...w 6 b
Tech Slip - t
tp
l�
:3upery
)r
i eg i vna l Supervisor
Permits & Engineering
/2rtie
/ V 1/47
It/0/0
I I
((POP?
RETURN
TO TECHNICAL :SERVICES BY
DEC 14 1988,

Facility Name ,1Y/69 —aep.Alhves C./Ca( NWT?
Permit # CoA%o 3/477
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ccriodaphnia.chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 47 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform Quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of Fell AMy ,NC Nov' . Effluent
sampling for this testingshall be
performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which' it was perforltned, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the followin di�r
or: ro
Attention: Technical Services Branch
North Carolina Division of NO N88
Environmental Management
P.O. Box 27687 PERMITS & ENGINEERING
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
• performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity samplemust be measured and reported if chlorine is employed for
disinfection of the waste stream_
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified.to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document,such
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoringevent). Failure to submit suitable test results will constitute -a failure of permit condition.
7Q10 02•3 cfs
Permited Flow 3.o MGD
.rwc% 67
Basin & Sub -basin CT$3o
Receiving Stream Co w& (Ani,
County 14c1)o►ss t 1 J
Recommended by:
• Pl. 21n.4
///p,
**Chronic Toxicity (Ceriodaphnia) P/F at %,cos ayAvFAmy , Sec fart 3 , Condition �.

MODEL RESULTS
SUMMER
MODEL INC. PROPOSED ROCKY PASS
REST HOME
Discharger MARION-CORPENING CREEK WWTP
Receiving Stream : CORPENING CREEK (YOUNGS FORK)
The End D.O. 1s 7.17 mg/1.
The End CBOD is 5.26 mg/1.
The End NBOD is 5.90 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach it (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.81 0.00 1
Reach 1 60.00 90.00 5.00 3.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 45.00 90.00 0.00 0.01000
Reach 5 0.00 0.00 0.00 0.00000
Reach 6 0.00 0.00 0.00 0.00000
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 0.00000

*** MODEL SUMMARY DATA <*)
Discharger : MARION-CORPENING CREEK WWTSubbas n : 030830
Receiving Stream : CORPENING CREEK (YOUN ;S- FOStream Class: C
Summer 7Q10 : 2.3 Winter 7Q10 : 3.6
Design Temperature: 25.
ILENGTHI SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 K11 1 KN 1 KNR 1 KNR
' mile 1 ft/mil fps I ft 'design! @20° 'design' 4'20° 'design@20° !design' @20°
I I I 11( 1 1 1 I I I
Segment 1 1 0.371 31.301 0.601 ! 0.88 1 0,64 1 0.51 137.73 1 33.841 0,73 1 0.50 1 0.73 1 0.00
Reach 1( 1 1 1 1 1 1 1 1 I 1 I
1 1 1 1 1 1 1 1 1 1 I
Segment 1 1 0,941 19.001 0.511 1 0.96 1 0,48 1 0.38 119.49 117.481 0.44 1 0.30 10,44 10.00
Reach 2 1 1 ( 1 1 1 1 I 1 I I I
I I 11 1 1 I 1 1 1 I
Segment 1 I 0.111 13.101 0.478 1 1.40 1 0.31 1 0.29 1 9.08 I 8.151 0.44 1 0.30 10.44 1 0.00
Reach 3 1 I I I 1 1 I ( 1 I I I
I 11 1 I 1 1 1
Segment 1 1 0.721 13.101 0,478 11.41 1 0.37 1 0,29 19.01 I 8.141 0.44 10.30 10.44 10.00
Reach 4 1 I 1 1 I 1 I I ( 1 1 I
Segment 1
Reach 5
I I l I 1 I I I 1 1
0.301 13.101 0.479 1 1,42 10.31 10.29 1 9,09 1 8.151 0,44 1 0,30 1 0.44 10.00
I 1 I I 1 1 I I 1 1
I I I I 1 1 1 I I I I
Segment 1 I 0.151 16.601 0.512 1 1.37 10,40 1 0.32 112.33 1 11,061 0,44 1 0,30 1 0.44 1 0.00
Reach 6 1 I 1 1 I I 1 1 I I I I
I I 1 1 I 1 1 1 1 I 1
Segment 1 I 1,401 16.601 0.523 1 1.39 1 0,40 1 0.32 112.58 1 11.281 0,44 10.30 1 0.44 1 0.00
Reach 7 1 I 1 1 I I 1 1 1 I I 1
1 I 1 I I 1 I I 1 I 1
Segment 1 I 2.301 16.601 0.551 1 1.49 1 0.40 10.31 113.25 1 11.881 0.44 10.30 1 0.44 1 0.00
Reach 8( I I 1 1 1 1 1 1 1 1 1
I I I 1 1 1 1 1 1 1 I 1
Segment i 1 4.501 6.60( 0.630 1 2.16 1 0,32 1 0.25 1 4.08 1 3.661 0.44 1 0.30 1 0.44 1 0.00
Reach 9 I I I 1 1 1 1 1 1 1 1 1
1 Flow I CI3OD 1 NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 1
Segment •i Reach 1
Waste 1 4.650 1 60.000 1 90.000 1 5.000
Headwaters) 2.300 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.154 1 2.000 1 1.000 1 7.440

Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary 1 0.000 1 2.000 I 1.000 t1 7.440
* Runoff I 0.154 I 2.000 I iI . 000 ( 7.440
Segment 1 Reach 3
Waste 1 0.000
Tributary j 7.000
* Runoff 0.028
0.000
2.000
2.000
0.000 I 0.000
1.000 1 7.440
1.000 I 7.440
Segment 1 Reach 4
Waste 1 0.016 t 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 l 1.000 1 7.440
* Runoff 1 0.028 I 2,000 I 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.000
Tributary 1 0.250
* Runoff I 0.000
Segment 1 Reach 6
Waste j 0.000
Tributary 1 0.000
c Runoff I 0.000
Segment 1 Reach 7
Waste I 0.000
Tributary 1 0.300
* Runoff I 0.730
Segment 1 Reach 8
Waste I 0.000
Tributary I 0.000
m Runoff I 2.170
Segment 1 Reach 9
Waste 1 0.000
Tributary 20.000
* Runoff I 1.560
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
* Runoff flow is in cfs/mi 1 e
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7,440
0.000
7.440
7.440
0.000
7.440
7.440

J
1 Seg # 1 Reach # ( 5eg Mi 1 D.O. 1 CBOO
1. 1 0.00 5.81 40.81
1 1 0.01 5.83 40.77
1 1 0.02 5.85 40.74
1 1 0.03 5.87 40.70
'I 1 0.04 5.89 40.67
1 1 0.05 5.91 40.63
1 1 0.06 5.93 40.60
1 1 0.07 5.95 40.56
1 1 0,08 5.97 40.53
1 1 0.09 5.98 40.49
1 1 0.10 6.00 40.46
1 1 0.11 6.01 40.42
1 1 0.12 6.03 40.39
1 1 0.13 6.04 40,35
1 1 0.14 6,06 40.32
1 1 0.15 6.07 40.28
1 1 0. 1 6 6.08 40.25
1 1 0.17 6.10 40.21
1 1 0.18 6.11 40.18
1 1 0.19 6.12 40.14
1 1 0.20 6.13 40.11
1 1 0.21 6.14 40.07
1 1 0.22 6,16 40.04
1 1 0.23 6.17 40.00
'I 1 0.24 6.18 39.97
1 1 0.2.E 6.19 39.94
1 1 0.26 6.20 39.90
1 1 0.27 6.20 39.87
1 1 0.28 6.21 39.83
1 1 0.29 6.22 39.80
1 1 0.30 6.23 39.76
1 1 0.31 6.24 39.73
1 1 0.32 6.25 39.70
1 1 0.33 6.25 39.66
1 1 0,34 6.26 39.63
1 1 0.35 6.27 39.59
1 0.36 6.28 39.56
1 '1 0.37 6.28 39.53
1 2 0.37 6.28 39.53
1 2 0.39 6.27 39.46
1 2 0.41 6.26 39.40
1 2 0.43 6.24 39.34
1 2 0.45 6.23 39.28
1 2 0.47 6.22 39.22
1 2 0.49 6.21 39.16
1 2 0.51 6.20 39.10
1 2 0.53 6.19 39.04
1 2 0.55 6.19 38.98
1 2 0.57 6.18 38.92
1 2 0,59 6. 1 7 38.85
1 2 0.61 6.16 38,79
1 2 0.63 6.16 38.73
1 2 0.65 6.15 38.67
1 2 0,67 6.15 38.61
'I 2 0.69 6.14 38.55
1 2 0.71 6.14 38.49
1 2 0.73 6.13 38.43
1 2 0.75 6.13 38.37
1 •) n 71 R i. 1s4 '11
SUMMER
MODEL INC. PROPOSED ROCKY PASS
REST HOME
NBOD 1 Flow 1
60.55 6.95
60.49 6.95
60.43 6.95
60.37 6.95
60.31 6.96
60.26 6.96
60.20 6.96
60.14 6.96
60.08 6.96
60.02 6.96
59.97 6.97
59.91 6.97
59.85 6,97
59.79 6.97
59.73 6.97
59.68 6.97
59.62 6.97
59.56 6.98
59.50 6.98
59.45 6.98
59.39 6.98
59.33 6.98
59.28 6.98
59.22 6.99
59.16 6.99
59.10 6.99
59,05 6.99
58.99 6,99
58.93 6.99
58.88 6.99
58,82 7.00
58.76 7.00
58.71 7.00
58.65 7.00
58.59 7.00
58.54 7.00
58.48 7.01
58.42 7.01
58,42 7.01
58.34 7.01
58.25 7.01
58.16 7.02
58.08 7.02
57.99 7.02
57.91 7.03
57.82 7.03
57.73 7.03
57.65 7,03
57.56 7.04
57.48 7.04
57.39 7.04
57.31 7.05
57,22 7.05
57.14 7.05
57.05 7.06
56.97 7.06
56.88 7.06
56.80 7.07
.7 n F

1 2 0.79 6.12 38.26 56,63 7.07
1 2 0.81 .6. '12 . 38.20 56.55
7 .07
.1 2 0.83 6.12 38.14 56.46 7.08
1 2 0.85 6.11 38.08 56.38 7.08
1 2 0.87 6. 1 1 38.02 56.30 7.08
1 2 0.89 6.11 37.96 56.21 7.09
1 2 0.91 6. 1 1 37.90 56 . 'I 3 7.09
1 2 0.93 6.11 37.84 56.05 7.09
1 2 0.95 6.11 37.78 55.96 7.10
1 2 0.97 6.11 37.72 55.88 7.10
1 2 0.99 6.10 37.67 55.80 7.10
1 2 1.01 6,10 37.61 55.72 7.11
1 2 1.03 6.10 37.55 55.63 7.11
1 2 1.05 6.10 37.49 55.55 7.11
1 2 1.07 6.10 37.43 55.47 7.11
1 2 1.09 6.10 37.38 55.39 7.12
1 2 1.11 6.10 37.32 55.31 7.12
1 2 1.13 6.10 37.26 55.22 7.12
1 2 1.15 6.10 37.20 55.14 7.13
1 2 1.17 6.10 37.14 55.06 7.13
1 2 1.19 6.11 37.09 54.98 7.13
1 2 1.21 6.11 37.03 54.90 7.14
1 2 1,23 6.11 36.97 54.82 7.14
1 2 1.25 6.11 36.92 54.74 7.14
1 2 1.27 6.11 36.86 54.66 7.15
1 2 1.29 6.11 36.80 54.58 7.15
1 2 1.31 6.11 36.74 54,49 7.15
1 3 1.31 6.77 19.56 28.03 14.15
1 3 1.32 6.76 19.55 28.02 14.15
1 3 1.33 6.75 19.54 28.00 14.15
1 3 1.34 6.75 19.53 27.99 14.15
'1 3 1.35 6.74 19.52 27.97 14.15
1 3 1.36 6.73 19.51 27.95 14.15
1 3 1.37 6.72 19.50 27.94 14.15
1 3 1.38 6.72 19.49 27.92 14.15
1 3 1.39 6.71 19.48 27.90 14.15
1 3 1.40 6.70 19.47 27.89 14 , 1 5
1 3 1.41 6.70 19.46 27.87 14.15
1 3 1.42 6.69 19.45 27.86 14.15
1 4 1.42 6.68 19.48 27.92 14.17
1 4 1.50 6.63 19.41 27.79 14.17
1 4 1 . 58 6.59 19.33 27.66 14 . 17
1 4 1 . 66 6.55 19.26 27.54 14. 1 8
1 4 1.74 6.51 19.18 27.41 14.18
1 4 1.82 6.48 19.11 27.28 14.18
1 4 1.90 6.45 19.03 27.15 14.18
1 4 1.98 6.43 18,96 27.03 14.19
1 4 2.06 6.41 18.88 26.90 14.19
1 4 2.14 6.39 18.81 26.78 14.19
1 5 2.14 6.41 18.52 26.33 14.44
1 5 2.17 6.40 18.49 26.28 14.44
1 5 2.20 6.40 18.47 26.24 14.44
1 5 2.23 6.39 10.44 26.20 14.44
1 5 2.26 6.39 18.42 26.15 14.44
1 5 2.29 6.38 18.39 26.11 14.44
1 5 2.32 6.38 18.37 26.06 14.44
1 5 2.35 6.37 18.34 26.02 14.44
'1 5 2.38 6.37 18.31 25.98 14.44
1 5 2.41 6.37 18.29 25.93 14.44
1 5 2.44 6.36 18.26 25.89 14.44
1 6 2.44 6.36 18.26 25.89 14.44
1 6 2.45 6.37 18.25 25.87 14.44
1 6 2.46 6.37 18.25 25.86 14.44
1 6 2.47 6.38 18.24 25.85 14.44
1 6 2.48 6.38 18.23 25.83 14.44
i R ') ha r '� CZ 10 7 ? '? i; A') 1 h. . 1. L.

1 6 2.50 6.40 18.21 25.81 14.44
1 6 2.51 .6.40 18.20 25.79 14.44
-1 6 2.52 6.41 18.19 25.78 14.44
• 1 6 2.53 6.41 18.18 25,77 14.44
r
1 6 2.54 6.42 18.18 25.75 14.44
1 6 2.55 6.42 18.17 25.74 14.44
1 6 2.56 6.43 18.16 25.73 14.44
1 6 2.57 6.43 18.15 25.71 14.44
1 6 2.58 6.43 18.14 25.70 14.44
1 6 2.59 6.44 1 8 . 1 3 25.69 14,44
1 7 2.59 6.46 17.80 25.18 14.74
1 7 2.69 6.51 17.64 24.93 14.81
1 7 2.79 6.56 17.49 24.69 14.89
1 7 2.89 6.61 17.33 24.45 14.96
1 7 2.99 6.64 17.18 24.21 15.03
1 7 3.09 6.68 17.02 23.97 15.11
1 7 3.19 6.71 16.87 23.74 15.18
1 7 3.29 6.74 16.72 23.51 15.25
1 7 3.39 6.77 16.58 23.28 15.32
1 7 3.49 6.79 16.43 23.06 15.40
1 7 3,59 6.82 16.29 22.84 15.47
1 7 3.69 6.84 16.14 22.62 15.54
1 7 3.79 6.86 16.00 22.40 15.62
1 7 3.89 6.88 15.86 22.19 15.69
1 7 3.99 6.89 15.73 21.97 15.76
1 8 3.99 6.89 15.73 21.97 15.76
1 8 4.09 6.93 15.47 21.58 15.98
1 8 4.19 6.95 15,22 21.20 16.20
1 8 4.29 6.98 14.98 20.83 16.41
1 8 4.39 7.01 14.75 20.47 16.63
1 8 4.49 7.03 14.52 20.13 16.85
1 8 4.59 7.06 14.30 19.78 17.06
1 8 4.69 7.08 14.08 19.45 17.28
1 8 4.79 7.10 13,87 19.13 17.50
1 8 4.89 7.12 13.66 18.82 17.72
1 8 4.99 7.14 13.46 18.51 17.93
1 3 5.09 7.16 13.27 18.21 18.15
1 8 5.19 7.18 13.08 17.92 18.37
1 8 5.29 7.19 12.89 17.64 18.58
1 8 5,39 7.21 12.71 17.36 18.80
1 8 5.49 7.23 12.53 17.09 19.02
1 8 5,59 7.24 12.36 16.82 19.23
1 8 5.69 7.26 12.19 16.57 19.45
1 8 5.79 7.27 12.02 16.31 19.67
1 8 5.89 7.29 11.86 16.07 19.89
1 8 5.99 7.30 11.71 15,83 20.10
1 8 6.09 7.32 11.55 15.59 20.32
1 8 6.19 7.33 11,40 15.36 20.54
1 8 6.29 7.34 11.25 15.14 20.75
1 9 6.29 7.39 6.71 8.20 40.75
1 9 6.79 7.30 6,52 7.89 41.53
1 9 7.29 7.24 6.34 7.60 42.31
1 9 7.79 7.19 6.17 7.33 43.09
1 9 8.29 7.17 6.00 7.06 43.87
1 9 8.79 7.15 5.84 6.81 44.65
1 9 9.29 7.15 5.68 6.57 45.43
1 9 9.79 7.15 5.54 6.34 46.21
1 9 10.29 7.16 5.39 6.11 46.99
1 9 10.79 7.17 5.26 5.90 47.77
15eg # I Reach # 1 beg Mi I D.O. I C .0D 1 N1300 I Flow I

MODEL RESULTS
SUMMED:'
MODEL W/O PROPOSED ROCKY PASS
TO CHECK FOR INTERACTION
Discharger : MARION-CORPENING CREEK WWTP
Receiving Stream : CORPENIN'3 CREEK (YOUNGS FORK)
The End D.O. is 7.17 mg/1 ,
The End CBOD is 5.25 mg/1.
The End NBOD is 5.89 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach it (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.81 0.00 1
Reach 1 6-0.00 90.00 5.00 3.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0,00000
Reach 4 0.00 0.00 0,00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
Reach 6 0.00 0.00 0.00 0.00000
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 0.00000

> ** MODEL SUMMARY DATA ***
Discharger MARION-CORPENING CREEK t8lWT6ubbasi n . 030830
Receiving Stream : CORPENING CREEK (VOUNGS FOwtream Class: C
Summer 7(10 : 2.3 Minter 7Q10 : 3.6
Deign Temperature: 25.
(LENGTH' SLOPE' VELOCITY ( DEPTH( Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR I KNR
mile 1 ft/mil fps 1 ft 'design' @20° 'design( N20° 'design' @20°'design( p20°
I I
Segment 1 1 0.311 31.301 0.601 1 0.88 1 0.64 1 0.51 131.73 1 33.841 0.13 1 0.50 1 0,13 1 0,00
Reach 1 i I I 1 1 1 1 1 1 1
I I 1 1 1 I 1 1 1 1 I
Segment 1 1 0.941 19.001 0,511 1 0,96 1 0,48 1 0.38 119.49 1 11,481 0,44 1 0.30 1 0.44 1 0.00
Reach 2 1 I I 1 1 1 1 1 1 1 1
I I
Segment 1 1 0.111 13.101 0.418 1 1.40 1 0.31 1 0,29 1 9.08 1 8,151 0.44 1 0.30 1 0.44 1 0.00
Reach 3 1 I I
I I I 1 1 1 1 1 1 1 1 1
Segment 1 1 0.721 13.101 0.411 1 1,41 1 0,31 1 0.29 1 9.06 1 8,131 0.44 1 0.30 1 0,44 1 0.00
Reach 4 1 I I 1 1 1 1 1 1 1 1 1
I I ! 1 1 1 1 1 1 1 I
Segment 1 1 0.301 13.101 0.478 1 1,42 1 0,31 1 0,29 1 9,08 1 8.141 0.44 1 0.30 1 0.44 1 0.00
Reach 5 I I I 1 1 1 1 1 1 1 1 I
I I. I 1 1 1 1 1 1 1 1 I
Segment 1 1 0.151 16.601 0.512 1 1.31 1 0.40 1 0.32 112.32 1 11.051 0.44 1 0.30 1 0.44 1 0.00
Reach 6 I I I 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 1 1
Segment 1 1 1.401 16.601 0.523 1 1.39 1 0.40 1 0.32 112.51 1 11,281 0.44 1 0,30 1 0,44 1 0.00
Reach i t I I 1 1 1 1 1 1 1 1
I I 11 1 1 1 1 1 1
Segment 1 1 2.301 16.601 0.550 1 1.49 1 0.40 1 0.31 113.24 1 11.811 0.44 1 0.30 1 0.44 1 0.00
Reach 8 1 I I I I I I I I I I
I I I I 1 1 1 1 1 1 I
Segment 1 1 4.501 6.601 0.630 1 2.16 1 0.32 1 0,25 1 4.08 1 3.661 0.44 1 0.30 1 0.44 1 0.00
Reach 9 1 I I
' Flow 1 CBOD 1 NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 4.650 1 60.000 1 90.000 1 5.000
Headwater's I 2.300 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.154 1 2.000 1 1.000 1 7.440

Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
K Runoff 1 0.154 1 2.000 I 1.000 1 7.440
Segment 1 Reach 3
Waste 1 0.000
Tributary 1 7.000
* Runoff 1 0.028
0.000
2.000
2.000
0.000
1.000
1.000
0.000
7.440
7 .440
Segment 1 Reach 4
Waste ( 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.028 1 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.000
Tributary 1 0.250
• Runoff 1 0.000
0.000
2.000
2.000
Segment 1 'each 6
Waste 0.000 0.000
Tributary 0.000 2.000
* Runoff 0.000 2.000
0.000
1.000
1.000
0.000
1.000
1.000
0,000
7.440
7.440
0.000
7.440
7.440
Segment 1 Reach 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.300 1 2.000 1 1.000 1 7.440
* Runoff 1 0.730 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000
Tributary 1 0.000
* Runoff 1 2.170
Segment 1 Reach 9
Waste 1 0.000
Tributary 1 20.000
* Runoff 1 1.560
0.000
2.000
2.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.440
7.440
0.000
7.440
7.440

I Seg # I Reach # I Seg Mi I D.O. 1 CBOD
1 1 0.00 5.81 40.81
1 1 0.01 5.83 40.77
'I 1 0.02 5.85 40.74
1 1 0.03 5.87 40.70
1 1 0.04 5.89 40.67
1 1 0.05 5.91 40.63
1 1 0.06 5.93 40.60
1 1 0.07 5.95 40.56
1 1 0.08 5.97 40.53
1 1 0.09 5.98 40.49
1 1 0, 1 0 6.00 40.46
1 1 0.11 6.01 40.42
'I 1 0.12 6.03 40.39
1 1 0.13 6.04 40.35
1 1 0.14 6.06 40.32
1 1 0.15 6.07 40.28
1 1 0. 1 6 6.08 40.25
1 1 0.17 6.10 40.21
1 1 0. 1 8 6. 1 1 40.1 8
'I 1 0.19 6.12 40.14
1 1 0.20 6. '1 3 40. 1 1
1 1 0.21 6.14 40.07
1 1 0.22 6.16 40.04
1 1 0.23 6.17 40.00
1 1 0.24 6.18 39.97
1 1 0.25 6.19 39.94
1 1 0.26 6.20 39.90
1 1 0.27 6.20 39.87
'I 1 0.28 6.21 39.83
1 1 0.29 6.22 39.80
1 1 0.30 6.23 39.76
1 1 0.31 6.24 39.73
1 1 0.32 6.25 39.70
1 1 0.33 6.25 39.66
1 1 0.34 6.26 39.63
1 1 0.35 6.27 39.59
1 '1 0.36 6.28 39.56
1 1 0.37 6.28 39.53
1 2 0.37 6.28 39.53
'1 2 0.39 6.27 39.46
1 2 0.41 6.26 39.40
1 2 0.43 6.24 39.34
1 2 0.45 6.23 39.28
1 2 0.47 6.22 39.22
1 2 0.49 6.21 39.16
1 2 0.51 6.20 39.10
1 2 0.53 6.19 39.04
1 2 0.55 6.19 38.98
'1 2 0.57 6.18 38.92
1 2 0.59 6.17 38.85
'1 2 0.61 6.16 38.79
1 2 0.63 6.16 38.73
1 2 0.65 6.15 38.67
1 2 0.67 6.15 38.61
1 2 0.69 6.14 38.55
1 2 0.71 6.14 38.49
1 2 0.73 6.13 38.43
1 2 0.75 6.13 38.37
4 r) P1 " i f.'`, 4' o - 4
1
SUMMER
MODEL W/O PROPOSED ROCKY PASS
TO CHECK FOR INTERACTION
NBOD I Flow I
60.55 6.95
60.49 6.95
60.43 6.95
60.37 6.95
60.31 6.96
60.26 6.96
60.20 6.96
60.14 6.96
60.08 6.96
60.02 6.96
59.97 6.97
59.91 6.97
59.85 6.97
59.79 6.97
59.73 6.97.
59.68 6.97
59.62 6.97
59.56 6.98
59.50 6.98
59.45 6.98
59.39 6.98
59.33 6.98
59.28 6.98
59.22 6.99
59.16 ' 6.99
59.'10 6.99
59.05 6.99
58.99 6.99
58.93 6.99
58.88 6.99
58.82 7.00
58.76 7.00
58.71 7.00
58.65 7.00
58.59 7.00
58.54 7.00
58.48 7.01
58.42 7 .0 1
58.42 7.01
58.34 7.01
58.25 7.01
58.16 7.02
58.08 7.02
57.99 7.02
57.91 7.03
57.82 7.03
57.73 7.03
57.65 7.03
57.56 7.04
57.48 7.04
57.39 7.04
57.31 7.05
57.22 7.05
57 . 14 7.05
57.05 7.06
56.97 7.06
56.88 7.06
56.80 7.07
rr

1 2 0.79 6.12 38.26 56.63 7.07
1 2 0.81 .6.12. 38.20 56.55 7.07
. 1 2 0.83 6.12 38.14 56.46 7.08
1 2 0.85 6.11 38.08 56.38 7.08
1 2 0.87 6.11 38.02 56.30 7.08
1 2 0.89 6.11 37.96 56.21 7.09
1 2 0.91 6.11 37.90 56.13 7.09
1 2 0.93 6.11 37.84 56.05 7.09
1 2 0.95 6.11 37.78 55.96 7.10
1 2 0.97 6.11 37.72 55.86 7.10
1 2 0.99 6.10 37.67 55.80 7.10
1 2 1.01 6.10 37.61 55.72 7.11
1 2 1.03 6.10 37.55 55.63 7.11
1 2 1.05 6.10 37.49 55.55 7.11
1 2 1.07 6.10 37.43 55.47 7.11
1 2 1.09 6.10 37.38 55.39 7.12
1 2 1.11 6.10 37.32 55.31 7.12
1 2 1.13 6.10 37.26 55.22 7.12
1 2 1.15 6.10 37.20 55.14
7.13
1 2 1. 'l 7 6.10 37.14 55.06 7. 1 3
1 2 1.19 6.11 37.09 54.98 7.13
1 2 1. 2 1 6. 1 1 37.03 54,90 7.14
1 2 1.23 6,11 36.97 54.82 7.14
1 2 1.25 6. 1 1 36.92 5 4. 7 7.14
1 2 1.27 6.11 36.86 54.66 7.15
1 2 1.29 6.11 36.80 54.58 7.15
1 2 1 .3 1 6. 1 1 36.74 54.49 7.15
1 3 1.31 6.77 19.56 28.03 14.15
1 3 1.32 6.76 19.55 28.02 14.15
1 3 1.33 6.75 19.54 28.00 14.15
1 3 1.34 6.75 19.53 27.99 14.15
1 3 1.35 6.74 19.52 27.97 14.15
1 3 1.36 6.73 19.51 27.95 14.15
1 3 1.37 6.72 19.50 27.94 14.15
1 3 1.38 6.72 19.49 27.92 14.15
1 3 1.39 6.71 19,48 27.90 14.15
'I 3 1.40 6.70 19.47 27.89 14 . 15
1 3 1.41 6.70 19.46 27.87 14.15
1 3 1.42 6.69 19.45 27.86 14.15
1 4 1.42 6.69 19.45 27.86 14.15
1 4 1.50 6.64 19.38 27.73 14.16
1 4 1.58 6.60 19.30 27.60 14.16
1 4 1.66 6.56 19.23 27.47 14.16
1 4 1.74 6.52 19.15 27.34 14.16
1 4 1.82 6.49 19.08 27.21 14.17
1 4 1.90 6.46 19.00 27.09 14.17
1 4 1.98 6.44 18.93 26.96 14.17
1 4 2.06 6.41 18.86 26.83 14.17
1 4 2.14 6.39 18.78 26,71 14.17
1 5 2.14 6.41 18.49 26.26 14.42
1 5 2.17 6.41 18.47 26.22 14.42
1 5 2.20 6.40 18.44 26.18 14.42
1 5 2.23 6.40 18.42 26.13 14.42
1 5 2.26 6.39 18.39 26.09 14.42
1 5 2.29 6.39 18.36 26.04 14.42
1 5 2.32 6.38 18.34 26.00 14.,42
1 5 2.35 6.38 18.31 25.96 14.42
1 5 2.38 6.37 18.29 25.91 14.42
1 5 2.41 6.37 18.26 25.87 14.42
1 5 2.44 6.37 18.24 25.82 14.42
1 6 2.44 6.37 18.24 25.82 14.42
1 6 2.45 6.37 18.23 25.81 14.42
1 6 2.46 6.38 18.22 25.80 14.42
1 6 2.47 6.38 18.21 25.78 14.42
1 6 2.48 6.39 18.20 25.77 14.42
4 a () 1. n r ' n 10 10 ',q 7r 111 I.')

• r 1
'1
4.• 4. .61 1
1
1
.1
1
1
'1
1
1
1
1
.1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
Seg
e g
# I
6
6
6
6
6
6
6
6
6
6
7
7
7
7
7
7
7
7
7
7
7
7
7
7
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
9
9
9
9
9
9
9
9
9
9
Reach
2.50
2.51
2.52
2.53
2.54
2.55
2.56
2.57
2.58
2.59
2.59
2.69
2.79
2.89
2.99
3.09
3.19
3.29
3.39
3.49
3.59
3.69
3.79
3.89
3.99
3.99
4.09
4.19
4.29
4.39
4.49
4.59
4.69
4.79
4.89
4.99
5.09
5.19
5.29
5.39
5.49
5.59
5.69
5.79
5.89
5.99
6.09
6.19
6.29
6.29
6.79
7.29
7.79
8.29
8.79
9.29
9.79
10.29
10.79
beg M.i
6.40 18.18 25.74 14.42
-6.40. 18.17 25.73 14.42
6.41 18.17 25.72 14.42
6.41 18.16 25.70 14.42
6.42 18.15 25.69 14.42
6.42 18.14 25.67 14.42
6.43 18.13 25.66 14.42
6.43 18.12 25.65 14.42
6.44 18.11 25.63 14.42
6.44 18.11 25.62 14.42
6.46 17.78 25.12 14.72
6.52 17.62 24.87 14.80
6.57 17.46 24.63 14.87
6.61 17.30 24.39 14.94
6.65 17.15 24.15 15.02
6.68 17.00 23.91 15.09
6.71 16.85 23.68 15.16
6.74 16.70 23.45 15.24
6.77 16.55 23.22 15.31
6.80 16.40 23.00 15.38
6.82 16.26 22.78 15.45
6.84 16.12 22.56 15.53
6.86 15.98 22.34 15.60
6.88 15.84 22.13 15.67
6.90 15.70 21.92 15.75
6.90 15.70 21.92 15.75
6.93 15.45 21.53 15.96
6.96 15.20 21.15 16.18
6.98 14.96 20.78 16.40
7.01 14.72 20.42 16.61
7.03 14.50 20.07 16.83
7.06 14.27 19.73 17.05
7.08 14.06 19.40 17.27
7.10 13.85 19.08 17.48
7.12 13.64 18.76 17.70
7.14 13.44 18.46 17.92
7.16 13.25 18.16 18.13
7.18 13.06 17.87 18.35
7.20 12.87 17.59 18.57
7.21 12.69 17.31 18.78
7.23 12.51 17.04 19.00
7.25 12.34 16.78 19.22
7.26 12.17 16.52 19.44
7,28 12.00 16.27 19.65
7.29 11.84 16.02 19.87
7.30 11.68 15.78 20.09
7.32 11.53 15.55 20.30
7.33 11.38 15.32 20.52
7.34 11.23 15.10 20.74
7.39 6.70 8.18 40.74
7.30 6.51 7.87 41.52
7.24 6.33 7.58 42,30
7.20 6.16 7.30 43.08
7.17 5.99 7.04 43.86
7.15 5.83 6.79 44.64
7.15 5.67 6.55 45.42
7.15 5.53 6.32 46.20
7.16 5.38 6.10 46.98
7.17 5.25 5.89 47.76
D.O. I CBOD I NBOO I Flow I

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PRETREATMENT HEADWORKS REVIE\
Discharger: HARION-CORPENING CREEK WWTP
Receiving stream: CORPENING CREEK (YOUNGS FORK)
Stream Class: C
USGS Zone: 1
7Q1O: 2.300 cfs
Design flow: 3.000 mgd
Actual flow: 1.955 mgd
Percent industrial: 53.O %
IWC: 66.9 %
11/09/80
Actual Actual
Allowable Domestic Industrial
Pollutant Standard/AL Removal Load (a) Load Load
(mg/1) Eff, (lbs/day) (lbs/day) (lbs/day)
Cadmium 0.002 S f 92% 0,72 0.040 0.020
Chromium . O.05 S ® 89% 13.05 0,650 0.610
Copper 0.015 AL 90% 4.31 O.790 0.580
wicked 0.02.22, 39% 2.35 0.270 0.1,60
Lead 0.025 S 2 31% 3.78 0,650 0.170
II( « 0,05 tL 84% 8.97 2.280 4.320
Cyanide O.O05 : 59% O.35 0.530 0.005
Mercury O.0002 S. 06% 0.04 0.000 0.000
Si]»er 0.01 AL 94% 6.79 0.070 0,000
T0t1
Influent
Load
(lbs/day)
USES
Background
Reserve Conc.
(lbs/day) (mg/ll
Predicted
Effluent
Conc (b)
:mg/1)
Allowable
Effluent
Conc (c)
(ma/1)
Cadmium 0.06 0.66 0.0003 0.0030
Chromium 1.26 11.79 0.013 0.008 > 0 068
1.37 2.94 0.004 0.2ia§ 2 O.c204 upper . ,
Nitkal 0.63 1.72 0.0236 > 0.0747'
Lead 0.82 2.96 0.001, 0.0095 > 0.0349
f 6.60 2.57 0.O12 O•GB:7 2 0.05.
Cyanide 0.54 -0.18 0.O134 > 0.0075
Mercury 0.00 0.04 0.0003 n,0On0
3,Iv«r 0.0/ 4.72 0.GUO3 0.0149

Pollutant
Cadrni um
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
PRETREATMENT HEADWORKS REVIEW
Discharger:
Receiving stream:
Stream Class:
USGS Zone:
7410:
Design flow
Actual flow:
Percent industrial:
IWC:
Standard/AL
(mg/1)
0.002
0.05
0.015
0.05
0.025
0.05
0.005
0.0002
0.01
Total
Influent
Load
(lbs/day)
0.06
1.26
1.37
0.63
0.82
6.60
0.54
0.00
0.07
AL
S
S
AL
AL
i.1ARION-CORPENING CREEK WWTP
CORPENING CREEK (YOUNGS FORK)
r
1
2.300 cfs
3.000 mgd
1.955 mgd
53.0 %
66.9 %
Allowable
Removal Load (a)
Ef. f , (1 bs/day )
92%
89%
9 0 %
39%
81%
84%
59%
86%
94%
ReserVe
0.72
13.05
4.31
2.35
3.78
8.97
0.35
0.04
4.79
U5GS
Background
Cone
(1bs/day) (mg/1)
0.66
11.79
2.94
1.72
2.96
2.37
-0.18
0.04
4.72
0.013
0.004
0.005
0.012
0.0003
(
Actual
Domestic
Load
lbs/day)
0.040
0.650
0.790
0.270
0.650
2.280
0.530
0.000
0.070
Predicted
Effluent
Cone (b)
(mg/1 )
0.0003
0.0085
0.0084
0.0236
0.0095
0.0647
0.0134
0.0000
0.0003
11/09/88
Actual
Industrial
Load
(lbs/day)
0.020
0.610
0.580
0.360/ry
• 0.170
4.320
0.005
0.000
0.000
Allowable
Effluent
Cone (c)
(mg/1 )
0.0030
> 0.0683
> 0.0204
> 0.0747
> 0.0349
> 0.0688
> 0.0075
0.0149

INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: 6)eiori,' l,vIOC w7 Permit No.: NCOO 3/'7,
Receiving Stream: Sub -basin: 0)ag 3
Upstream Location: A nii, a{4,a b-yt Downstream Location /2 Mai ��/� �i47✓/
Upstream Downstream
:DATE TEMP D.O. BOD5 COND: TEMP D.O. BOD5 COND
DEC-88
NOV-88
•"_: CT- 8 8 _
EP-88 /9J 8•3- /,/ .l 8, f /,3
AUG-88 22 �- /, o - 3 7,7 %b
JUL-88 2/ ;.' /•/ >%L 7,9 A6,
JUN-88 /77 ,,7 /, 20 g3 /• r
MAY-88 d•8 2,0 /6,3 LS z,o
APR-88 //.6 9,2 /.5 /2,/ 9.0 /•�
MAR-88 /0, z _� /•5 9 97
FEB-88 l8 /0,7 2,a �_ ia,S /_
JAN-88 .3 //, 3 Z.5 6 /o,8 2.3
DEC-8 7.Z /o.s A& 8, /o,/ 2 .z
yOV-87 //,Z 9,1 2,y 89 _z,2-
r ':'-87 ?,3 7,6, /,6 /o,S 9►Y , /• I
:3EP-87 17,3 e7,6 /,Z /9,8 Al /,2
AUG- 8 7 22- r, z /, 2 - ?, 9 /.
JUL-87 zo ?I_ /,6 L3 77-� /, i
J N-87 f1.3 8.3 /,3 20 7, / z,Z
MAY - 8 7 ./81, 7 / . S /7,5 7, G /,1
APR-87 99 9',J /3 /0, 9 f.6 /, -
AR- 8 7 �, o /o, y Z, / _____ /o, L 2,5"
F EB-87 SC _01 A, / G,G /o. 2-, 9
J AN- 8 7 s y .1,3 G. l•2 9,7
DEC-86 77 /o,S -AR- _',_ /0,2 Z.t�
NOV-86 �,/ 9, V /,S /3,2 9,3 /.
OCT-86 AY - 7 ,3 /7 y
7G / Z
SEP-86 /9,7 -/ 1,/ Zo, j,0 /, z
AUG- 8 6 1, 0 79 /,'/ 2o,J 7,8 /, O
JUL-86 21T 7,3- /,2 23,6 7.5 /.2-
J JN-86 245' % d, 9 ` Zz,' /.o •
•1AY - 8 6 /1, 3 I, Y 2, 2. /8, 3 2 /,a
APR-86 773,T •o Z./ /M6 J•9
MAR-86 Al y.9 /.s --erj 9,r
FEB-86 7, g /° 1, / 1,6 /0 z•/
JAN-86 5 /o,9 9/ .57 /0,7 z,1
DEC-85 /2,a /0 Z, (# /J, Z to z.3z
NOV-85 /3,6 )6 _ /, 9 /g6 I, 7 /1
OCT- 8 5 /s,s f,..f /, 6 /6, / 1,3
SEP-85 ; :.3 /, /7 _IL /,2-
AUG-85 9 7, /20, 7_� /,y
JUL-85 � o. d,70 /�
/9f 7, 9 / .3 _Z�
J UN- 8 5 /8,g et / 2.0 9,'8 Ao /-7
,2 ,7 �,2 9.s /.2
MAY-85 /
1
APR-85 Z, fir hS /3•f /,.,
MAR-85 /,S /0,2 /.`f 9,S /0.0 A
FEB- 8 5 /6, 7 /•_ 6.7 9• _�_
JAN-85 � 10, C, a,'- 41,61 9.5 /.