NC0040355_Wasteload Allocation_19910318

ESTNPDES WASTE LOAD
PERMIT NO.: NC0040355
PERMITTEE NAME: Royal Oaks, Inc. / Golf and Housing
Facility Status: Existing
Permit Status: .men { by t ffcRT/r)/Q
Major Minor .N1
Pipe No.: 001
Design Capacity: 0. 5, .0(15, 0.1G
0
Domestic (% of Flow): 100 %
Industrial (% of Flow): 0
Comments:
This is a flow expansion from 0.025 MGD to 0.100 MGD, The
expansion will be done in increments of 0.025 MGD. We are
requesting a WLA for 0.05 MGD, 0.075 MGD, and 0.100 MGD.
RECEIVING STREAM:
East Fork Pigeon River
Class: WS-III-Trout
Sub -Basin: 04-03-05
Reference USGS Quad: F7NE, Cruso (please attach)
County: Haywood
Regional Office: Asheville Regional Office
Previous Exp. Date: 11/30/91 Treatment Plant Class:
Classification changes within three miles:
Approximately 9mi. to Canton water supply intake.
4'e/Th J F14' f?�Que5TGD gc-1LAs4zIFICJAT1o, To WS-I
w5-5 3A4.1>
Requested by: Mack Wiggins
Prepared by: /, A6,.c4v,- 4. G ,64, ,
Reviewed by: CC J LL Cc- rr iAp9-y^- -
- (.ri.5(10745--1(6)/33.s(c)
c,3o..l e t. --- -- / __
II
(I ,w)
�> ci
Date: 11/6/0
Date: 3/17/9 1
Date:`:
Modeler
Date Rec.
#
Tux/
to/z4,/50
S, Z8
Drainage Area (mil ) 36..10 Avg. Streamflow (cfs): 9 5.4-
7Q10 (cfs) 14, g Winter 7Q10 (cfs) , of . / 30Q2 (cfs) Z9.7
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
1*
Effluent
Characteristics
A =
54n. / W 14
Sunt/ulf 1i
BOBS (mg/1)
157t 5
'lo(io
NH3-N (mg/1)
loin
6, .7//e •7
D.O. (mg/1)
G/co
G /ce,
TSS (mg/1)
10/to
lo.D
F. Col. (/100 ml)
- -,
50750
50/So
pH (SU)
( 9
6, -1
-C~)c,oR(ag Otiag)
2�€
2'0
ir.Mr: Nor To (4cc=
AoDED
v 20 (4///t`)
2Ecor,,M&0 AriOsiV
11; MGMx of v1Slnwc-Ti
o,J u'oal vy.PikNscol
PLOTTED
'7. 5/7. 5-
5/L
�16
507.50
�-9
ze
Comments: eEcaus6 C,oNroN flqs PgaucsTeD agcLiissfri6AtfpN OF 6-fo2fc-
ORtiE01,1 r.,r-eh ;d W4-i, f4 5i Po1Lr R LoMNAFNPGU 1Vo Zkit.04,A snl
LoADI,Jt1 u)ii'4 f4C PhotosGD ExPAWfSionly.

-1—
FACT SHEET FOR WASTELOAD ALLOCATIONS
Request # 5928
A, B, C
Facility Name :Royal Oaks, Inc./Golf and Housing
NPDES No. :NC0040355
Type of Waste :100% Domestic <-.. ; ,°a:
Facility Status :Existing
Permit Status :Modification
Receiving Stream :East Fork Pigeon River WNF. 1
Stream Classification:WS-III, Tr (R6-61.1}5SIFtGATION R uEST To W5-2)
Subbasin :040305 ?F ..MITS k, fntrtt I:cww:
County :Haywood Stream Characteristics:
Regional Office :ARO USGS # est Date
Requestor :M. Wiggins Drainage Area: 38.16 sq.mi.
Date of Request :11/6/90 Summer 7Q10: 14.8 cfs
Topo Quad :FINE, Cruso Winter 7Q10: 19.1 cfs
Average Flow: 95.4 cfs
30Q2: 29.7 cfs
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Royal Oaks is seeking an expansion from their current flow of 0.025
MGD. The expansion will be in three increments consistituting 0.05
MGD, 0.075 MGD and 0.1 MGD. Currently, the Town of Canton is seeking a
reclassification of the E. Fork Pigeon River from WS-III to WS-I
(because their water supply is downstream roughly 10 miles). Due to
this request, Technical Support recommends "no increase in loading"
with the proposed expansions, per .0201 d)1)C). The recommend limits
that follow are based on this guidance. Rgon1EA3D RL'r&#JATE **An* of
VtytNfEorioN uPoN c4q,,15f04 •
Special Scheduled Requirements and additional comments from Reviewers:
bZl�alle� P4NK- G _uo f/0 L4S•.27 dap , (dig Ii-
1
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
LIAR 08 1991
Date: a/ (p /S
Date: % i l /
Date: 3(ittff
k;:.CiriVFL
Wafer Quality Sec:...
•
mce
ra

Existing Limits
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1) :
TSS (mg/1):
Fecal Coliform (/100 ml):
pH (SU) :
Chlorine (mg/1):
Recommended Limits
Wasteflow (MGD):
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
TSS (mg/1) :
Fecal Coliform (/100 ml):
pH (SU) :
t1 Chlorine (ug/1) :
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
0.025
30/30
30/30
200
1.4
A
Sum/Win
0.05
15/15
10/10
10/tc
I 50
LP- CI
28 ( '1
MAN J
PaPcsecl (leu) 2 vreCl ( , ad; n
INSTREAM MONITORING REQUIRMENTS: NONE
Upstream: Location:
Donwstream: Location:
. 1 -- MA7o µ • )oT Aye 651.-e. -tc TN5r¢Enµ
�rfSN'r NAv7 1. 4'uwu . I7 T, tic.)
Limits Changes Due To:
j t -
(t RI T-
il14N Gu.w Swt-A A,
Parameter(s) Affected
HQW (Potential Reclassification) BOD5, NH3-N, TSS
New facility information
Daily Maximum
B
Sum/Win
0.075
10/10
6.7/6.7
60
10/to
50.
60-61
28 AL Y/
/
C
Sum/Win
0.10
7.5/7.5
5/5
C)•K•��ht �JaNerz
10/tt, ahz c“"44"
( -q
28�Y
MAK
p4 ples, Att frAJJ J
J6kcit:trt '1(
I Gi v R. ,..• -
Other
Limit changes are due primarily to potential reclassification of E. Fork
Pigeon River to WS-I (HQW Regs). No other discharges within a 5 mile
radius so the IWC « 50% as required by the HQW regs.
try-oMMeND ALT&,JATIVE METE(o1, To Cl a04mIRTIOI.) 4P104 EXPANSION.
(explanation of any modifications to past modeling analysis
includidng new flows, rates, field data, interacting discharges, etc.)
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PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds
(municipals only)?
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS: The existing facility
generally operates properly and is able to meet secondary limits
assigned to the current permit as well as Water Quality Standards
assigned to the Pigeon River. The engineering proposed to expand
this facility to 100,000 gpd appears incomplete without the
Engineering Economic Assessment (EEA) numbers justifying the most
cost effective and environmentally sound means of safisfying
treatment alternatives. Additionally, the preliminary design flow
numbers contained in the proposal do not conform to flow per
activity guidance used by this Agency and contained in 15 NCAC
2H .0200. Prior to further processing and recommendations, A
complete EEA should be submitted for this project in accordance
with revised design flow numbers as per regulation.
Note: The Town of Canton is presently seeking reclassification
of its watershed (which includes this discharge) to result in an
increased level of protection as a water supply. Also, the town
is proceeding with efforts to conform with requirements of the
Watershed Protection Act. The supporting land management
program required of these efforts has not been adopted to date.
In processing this application, we should be mindful of the
Town's efforts and that the Town is on record of requesting a
public meeting for any permit activity which represents a
discharge of either a new or increased wastewater volume. Under
these terms, processing of this permit for issuance would
require a public meeting.
Signature of Report Preparer
ater Quality Regional Supervisor

MODEL RESULTS
Discharger : ROYAL OAKS, INC
Receiving Stream : E. FORK PIGEON RIVER
SUMMER
QEFF=0.025 MGD, BOD5=30 MG/L
EY(4Th44 Lc D — °F13 `N = 20 IM4JL
The End D.O. is 8.45 mg/l.
The End CBOD is 1.73 mg/l.
The End NBOD is 0.91 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.70 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
-7.i2,-6/L
45.00 90.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.02500
0.00000
0.00000
0.00000

SUMMER
QEFF=0.025 MGD, BOD5=30 MG/L
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.70 2.11 1.23 14.84
1 1 0.06 7.84 2.11 1.23 14.87
1 1 0.12 7.95 2.10 1.22 14.90
1 1 0.18 8.04 2.09 1.22 14.93
1 1 0.24 8.12 2.09 1.21 14.96
1 1 0.30 8.19 2.08 1.20 14.99
1 1 0.36 8.24 2.07 1.20 15.02
1 1 0.42 8.29 2.07 1.19 15.05
1 1 0.48 8.32 2.06 1.19 15.08
1 1 0.54 8.36 2.05 1.18 15.11
1 1 0.60 8.38 2.05 1.18 15.14
1 2 0.60 8.36 2.04 1.17 15.70
1 2 0.82 8.44 2.02 1.15 15.82
1 2 1.04 8.47 2.00 1.13 15.93
1 2 1.27 8.50 1.98 1.11 16.04
1 2 1.49 8.51 1.96 1.10 16.16
1 2 1.71 8.51 1.93 1.08 16.27
1 2 1.93 8.51 1.91 1.06 16.38
1 2 2.15 8.52 1.89 1.04 16.50
1 2 2.38 8.52 1.87 1.03 16.61
1 2 2.60 8.52 1.85 1.01 16.72
1 2 2.82 8.52 1.83 1.00 16.84
1 3 2.82 8.52 1.83 1.00 16.84
1 3 2.85 8.52 1.83 0.99 16.85
1 3 2.88 8.51 1.83 0.99 16.87
1 3 2.91 8.51 1.83 0.99 16.88
1 3 2.94 8.51 1.82 0.99 16.90
1 3 2.97 8.51 1.82 0.99 16.91
1 3 3.00 8.50 1.82 0.99 16.93
1 4 3.00 8.47 1.83 0.99 17.77
1 4 3.14 8.46 1.82 0.98 17.84
1 4 3.28 8.46 1.81 0.97 17.91
1 4 3.42 8.46 1.80 0.96 17.98
1 4 3.56 8.45 1.79 0.96 18.05
1 4 3.70 8.45 1.77 0.95 18.13
1 4 3.84 8.45 1.76 0.94 18.20
1 4 3.98 8.45 1.75 0.93 18.27
1 4 4.12 8.45 1.74 0.93 18.34
1 4 4.26 8.45 1.74 0.92 18.41
1 4 4.40 8.45 1.73 0.91 18.48
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

*** MODEL SUMMARY DATA ***
Discharger : ROYAL OAKS, INC Subbasin : 040305
Receiving Stream : E. FORK PIGEON RIVER Stream Class: WS-III, TR
Summer 7Q10 : 14.8 Winter 7Q10 : 19.1
Design Temperature: 23.0
ILENGTHI SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1
I mile I ft/mil fps 1 ft ldesign l @204 (design) @204 (design)
Segment 1 I 0.601 36.001 0.539 1 1.36 1 0.45 10.39 126.91 1 25.211 0.63
Reach 1 1 1 1 I I 1 1 1 I
1 1 1 I 1 1 1 1 I
Segment 1 1 2.221 36.001 0.547 1 1.41 1 0.45 1 0.39 127.31 1 25.581 0.63
Reach 2 1 1 1 1 1 1 1 1 I
Segment 1 1 0.181 12.501 0.406 11.67 1 0.30 10.26 1 7.03 I 6.591 0.38
Reach 3 1 1 1 1 I I I 1 I
I 1 1 1 1 1 I 1 I
Segment 1 1 1.401 12.501 0.416 11.70 10.30 10.26 1 7.22 I 6.761 0.38
Reach 4 1 1 I 1 1 1 I 1 I
1 Flow I CBOD I NBOD 1 D.O. I
1 cfs I mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.039 145.000 190.000 I 0.000
Headwaters) 14.800 I 2.000 I 1.000 I 7.720
Tributary 1 0.000 I 2.000 I 1.000 I 7.720
* Runoff 1 0.510 I 2.000 I 1.000 I 7.720
Segment 1 Reach 2
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.560 I 2.000 1 1.000 1 7.720
* Runoff 1 0.510 I 2.000 1 1.000 I 7.720
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 1.000 I 7.720
* Runoff 1 0.510 I 2.000 1 1.000 I 7.720
Segment 1 Reach 4
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.840 I 2.000 I 1.000 1 7.720
* Runoff 1 0.510 I 2.000 I 1.000 I 7.720

Discharger
Receiving Stream
MODEL RESULTS
: ROYAL OAKS, INC
: E. FORK PIGEON RIVER
SUMMER 7• 5-
QEFF=0.100 MGD, BOD5=7.5 MG/L
Fldft� EICPRN5,c61 107-N = 5 /L
The End D.O. is
The End CBOD is
The End NBOD is
8.45 mg/1.
1.72 mg/l.
0.91 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
DO Min
WLA WLA
CBOD NBOD
(mg/1) Milepoint Reach # (mg/1) (mg/1)
7.64 0.00 1
90 sA = 7 72
SAJED h5: 4044.
Rvy L All-5
LQD�FTA 35
11.30 22.50
0.00 0.00
0.00 0.00
0.00 0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00
0.00
0.00
0.00
0.10000
0.00000
0.00000
0.00000

*** MODEL SUMMARY DATA ***
Discharger : ROYAL OAKS, INC Subbasin : 040305
'Receiving Stream : E. FORK PIGEON RIVER Stream Class: WS-III, TR
Summer 7Q10 : 14.8 Winter 7Q10 : 19.1
Design Temperature: 23.0
!LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN I
1 mile 1 ft/mil fps 1 ft Idesign l @204 Idesign l @204 Idesign'
1 1 I 1 1 1 1 I I
Segment 1 1 0.601 36.001 0.542 1 1.36 10.45 1 0.40 27.07 1 25.351 0.63
Reach 1 1 1 I 1 1 1 1 1 I
1 1 1 1 1 1 I 1 I
Segment 1 1 2.221 36.001 0.550 1 1.41 1 0.45 1 0.39 127.45 1 25.721 0.63
Reach 2 I 1 1 1 1 I 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.181 12.501 0.408 1 1.67 1 0.30 1 0.26 1 7.07 I 6.621 0.38
Reach 3 1 1 I 1 1 I 1 I I
1 1 1 1 1 1 I 1 I
Segment 1 1 1.401 12.501 0.418 1 1.71 1 0.30 1 0.26 1 7.25 1 6.791 0.38
Reach 4 1 1 1 1 1 1 I 1 I
I Flow 1 CBOD 1 NBOD 1 D.O. I
I cfs I mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.155 1 11.300 122.500 1 0.000
Headwaters) 14.800 1 2.000 1 1.000 1 7.720
Tributary I 0.000 1 2.000 I 1.000 l 7.720
* Runoff I 0.510 1 2.000 1 1.000 I 7.720
Segment 1 Reach 2
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary I 0.560 I 2.000 I 1.000 1 7.720
* Runoff I 0.510 1 2.000 1 1.000 1 7.720
Segment 1 Reach 3
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.000 1 2.000 I 1.000 1 7.720
* Runoff I 0.510 1 2.000 1 1.000 I 7.720
Segment 1 Reach 4
Waste I 0.000 I 0.000 1 0.000 1 0.000
Tributary I 0.840 1 2.000 I 1.000 1 7.720
* Runoff I 0.510 I 2.000 1 1.000 I 7.720

SUMMER o• i
QEFF=0.0 3 MGD, BOD5=30 MG/L
I Seg
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
I Seg
# I Reach # I Seg Mi I D.O.
1 0.00 7.64
1 0.06 7.79
1 0.12 7.91
1 0.18 8.01
1 0.24 8.09
1 0.30 8.16
1 0.36 8.22
1 0.42 8.27
1 0.48 8.31
1 0.54 8.35
1 0.60 8.37
2 0.60 8.35
2 0.82 8.43
2 1.04 8.47
2 1.27 8.49
2 1.49 8.51
2 1.71 8.51
2 1.93 8.52
2 2.15 8.52
2 2.38 8.52
2 2.60 8.52
2 2.82 8.52
3 2.82 8.52
3 2.85 8.52
3 2.88 8.51
3 2.91 8.51
3 2.94 8.51
3 2.97 8.51
3 3.00 8.50
4 3.00 8.47
4 3.14 8.46
4 3.28 8.46
4 3.42 8.46
4 3.56 8.45
4 3.70 8.45
4 3.84 8.45
4 3.98 8.45
4 4.12 8.45
4 4.26 8.45
4 4.40 8.45
# I Reach # I Seg Mi I D.O.
I CBOD
2.10
2.09
2.08
2.08
2.07
2.06
2.06
2.05
2.04
2.04
2.03
2.03
2.01
1.99
1.96
1.94
1.92
1.90
1.88
1.86
1.84
1.82
1.82
1.82
1.82
1.81
1.81
1.81
1.81
1.82
1.81
1.80
1.79
1.78
1.77
1.75
1.75
1.74
1.73
1.72
I CBOD
I NBOD
1.22
1.22
1.21
1.21
1.20
1.19
1.19
1.18
1.18
1.17
1.17
1.16
1.14
1.12
1.11
1.09
1.07
1.05
1.04
1.02
1.01
0.99
0.99
0.99
0.99
0.98
0.98
0.98
0.98
0.98
0.97
0.97
0.96
0.95
0.94
0.94
0.93
0.92
0.92
0.91
I NBOD
I Flow I
14.96
14.99
15.02
15.05
15.08
15.11
15.14
15.17
15.20
15.23
15.26
15.82
15.93
16.05
16.16
16.27
16.39
16.50
16.61
16.73
16.84
16.95
16.95
16.97
16.98
17.00
17.01
17.03
17.04
17.88
17.96
18.03
18.10
18.17
18.24
18.31
18.38
18.46
18.53
18.60
Flow I
I

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