NC0040355_Wasteload Allocation_19910520

Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
PERMIT NO.: NC0040355
o vl0.l Oa iL. �a 4 �v � . ..'^ CLL
NPDES WASTE LOAD ALLOCATION
PERMITTEE NAME: Royal Oaks, Inc. / Golf and Housing
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.05, .075, 0.10
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
Requested by:
Prepared by:
Reviewed by:
Reference USGS Quad: F7NE, Cruso
County: Haywood
Regional Office: Asheville Regional Office
Previous Exp. Date: 11/30/91 Treatment Plant Class: II
Classification changes within three miles:
Approximately 6 mi. to Canton water supply intake.
T1V te)RS gEguesT€b fiv OF /iIZD 3/20/g( -
. SuBAttT H)L./i p.C-FLEcnN! WS-III.., Trt CAA. 5st'FtrTet1
f&CLA55IFIc.AT,oN Poe: Nor- Cove To PASS
����
y 44-4, Date: 5 4i /
6.-A7n
(please attach)
Cyf � t
Q da/Mthia-en•-•--- Date:
(3cDw = l35 544 C A) B, c.1
•
6 9/
Modeler
Date Rec.
#
SAS
4 /z 3 /91
&we
Drainage Area (mil ) 38 . I G
Avg. Streamflow (cfs): 1S.4-
7Q10 (cfs) .t Winter7Q10 (cfs) 1 `C,t 30Q2 (cfs)
Toxicity Limits: IWC
Instream Monitoring:
Parameters TeivT, FkL COL:rp 4t
Upstream
Downstream
% Acute/Chronic
I
Location AT � to0' uPs 4-M-
Location WY. 1) -4 4t! t.65 pow;5.-fr
AT 2.7(O FIZ+DAc
Effluent
Characteristics
II (0. P5)
%LA./W,?.j
6 (0.075)
surnt/wI+V
BOD5 (mg/1)
3o h0
3o ;/312
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
/30
30/30
F. Col. (/100 ml)
24)0/
2-e2ozoo
pH (SU)
citLc?INE (.9/L)
Z47
ZS
liesii rAA?u g : �!2E.4.x
7-60 I24j uQE
W,Q GL "VDT 8C TNa
/kojE -wit/ cA.
ZC 7 *i2E
5 72GetREcs C AND
-
CPLOTTED/
/Ar No CAst- Ex
5
G 8flo')
um�t�
0/30
2ric. /Zoo
Comments: Row- opts is F PAAIDJ!J fop adz-fee/4 O.O25M4D CA'AG17y.
-1Ht5 W.L.A. Su„tkr,D Pt E.A)`C .t) tP A14t) Oiti1-y
e. Fax_ PtEoN P4 1Q 1, No-r ¢F[.LA5stVl6D-1'o WS-jr.

u coP PRY NOWAY
HARD $UIVACII i=1111111= UNIMPROVED RORD
Stream Class WS-III Trout
Discharge Class Domestic
Receiving Stream East Fork Pigeon River
Permit exp. 11/30/2001 Ow 0.025 MGD
SCALE 1:24 000
0
1 MILE
7000 FEET
1 KILOMETER
Royal Oaks, Inc.
Springdale Counrty Club
Haywood County

-1-
Facility Name
NPDES No.
Type of Waste
Facility Status
Permit Status
Receiving Stream
FACT SHEET FOR WASTELOAD ALLOCATIONS
:Royal Oaks, Inc./Golf and
:NC0040355
:100% Domestic
:Existing
:Modification
:East Fork Pigeon River
Stream Classification:WS-III,
Subbasin
County
Regional Office
Requestor
Date of Request
Topo Quad
Tr
:040305
:Haywood
:ARO
:M. Wiggins
:11/6/90
:F7NE, Cruso
Request #
Housing
(r� Z0�
A, B,C
Stream Characteristics:
USGS # est Date
Drainage Area: 38.16 sq.mi.
Summer 7Q10: 14.8 cfs
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).
Region recommends performing a WLA at WS-III classification in addition
to that performed for possible WS-II classification. The following are
APt
Recommend chlor/dechlor or alternate means of disinfectio upon ri
expansion.
limits based on no reclassification.
Special Scheduled Requirements and additional comments from Reviewers:
r^,Gt,(6-1 ter Gut �7
£-O Su2
i - fu7r, Lsaa'G2j (J�/
itai—
Recommended by:
Reviewed by
Instream Assessment:
Regional(i Jvisor:
)(Inn
Permits & Engineering: (VS4
ALCIVUO frY\ -~
Quc.� ( i� o(c.1,sra(( s
RETURN TO TECHNICAL SERVICES BY:
MAY 22 1991
Date:
Date: `4IdL4 1
Date: Date: 3-6k
1991
RECEiF13
Water Qual ty ;action
APR 2 9 i'91
Ashevi'..le Regir. Uzi 0`tsce
.Asheville, North Carolina

-2-
Existing Limits
Wasteflow (MGD) :
GODS (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
TSS (mg/1) :
Fecal Coliform (/100 ml) :
pH (SU) :
Chlorine (mg/1):
Recommended Limits
Wasteflow (MGD) :
GODS (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
0.025
30/30
30/30
200
1.4
A
Sum/Win
0.05
30/30
TSS (mg/1) : 30/30
Fecal Coliform (/100 ml) : 200/200
pH (SU) : 6-9
Chlorine (ug/1) : 28
++ Temperature (C) : 5ilz6AM Temperature
than 0.5 degrees
degrees C.
Daily Maximum
B C
Sum/Win Sum/Win
0.075 0.10
30/30 30/30
30/30 30/30
200/200 200/200
6-9 6-9
28 28
shall not be increased by more
C and in no case exceed 20
++ Temp. requirement was left out of previous WL, but has now been
inserted.
INSTREAM MONITORING
Upstream: y Lo
Donwstream: y Lo
REQUIRMENTS: Temperature, Fecal coliform(same as 1/90
WLA)
cation: at least 100 ft upstream
cation: appx. 0.4 miles downstream at 276 bridge
Limits Changes Due To:
With no reclassification
Trout waters
Parameter(s) Affected
BOD5, NH3-N, TSS
temperature constraint
(explanation of any modifications to past modeling analysis
includidng new flows, rates, field data, interacting discharges, etc.)

v S�� Z W/ 4 iF gx O4J M✓zREmw s i G11-57ili-
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INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: CoyAL (7)Al4��
Receiving Stream: . �; 47 ,,:wJ
Upstream Location: 7
Permit No.: NC00+-0355
Sub -basin :0 305-
Downstream Location
Upstream Downstream
DATE TEMP D.O. BOD5 COND TEMP D.O. BOD5 COND
DEC-90
NOV-90
OCT-90
SEP-90
AUG-90
JUL-90
JUN-90
MAY-90
/APR-90I
MAR-9P+
FEB-99; 1'0(10
JAN-99!
DEC-$9v
NOV-$ 9• ,
OCT- 9
SEP- 9
AUG- 9'
JUL- 9 43.(tet
JUN- 9 i
MAY- 9:1
APR- 9'
MAR-89
FEB-89
JAN-89
DEC-88
NOV-88
OCT-88
SEP-88
AUG-88
JUL-88 iAPST- c 1D0140ST2gA RPASS
JUN-88 WE(ZE fa.Mris-AND SioMETr,u6. EYacn...) 6
MAY-88 SAme - vegy 9 c.-T Sq.M/v► -g_ EEF_Lus-N`f
APR-88 1-0q75. AOr4 rtr4,4
MAR-88
FEB-88
JAN-88
DEC-87
NOV-87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-87
MAY-87
APR-87
MAR-87
FEB-87
JAN-87
1 E , 7 Rpr1 a/6
�,p L

SUMMER
QEFF=0.1, SECONDARY LIMITS
MODEL RESULTS
Discharger : ROYAL OAKS, INC
Receiving Stream : E. FORK PIGEON RIVER
The End D.O. is 8.42 mg/l.
The End CBOD is 1.94 mg/l.
The End NBOD is 1.33 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 7.64 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
45.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00
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
Summer 7Q10 : 14.8 Winter 7Q10 : 19.1
Design Temperature: 23.0
ILENGTHI SLOPE' VELOCITY 1 DEPTH' Kd I Kd 1 Ka 1 Ka 1 KN I
I mile I ft/mil fps 1 ft Idesign i @201/2 Idesign l @20'f IdesignI
1 1 1 1 1 1 1 1 I
Segment 1 1 0.601 36.001 0.542 1 1.36 1 0.45 10.40 127.07 1 25.351 0.63
Reach 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 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 1 1 1 1 1 1 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 1 6.621 0.38
Reach 3 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 1.401 12.501 0.418 1 1.71 1 0.30 10.26 1 7.25 I 6.791 0.38
Reach 4 1 1 1 1 1 1 1 1 I
I Flow 1 CBOD 1 NBOD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.155 1 45.000 190.000 1 0.000
Headwaters) 14.800 I 2.000 1 1.000 I 7.720
Tributary I 0.000 1 2.000 1 1.000 1 7.720
* Runoff I 0.510 1 2.000 1 1.000 1 7.720
Segment 1 Reach 2
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.560 1 2.000 1 1.000 1 7.720
* Runoff I 0.510 I 2.000 1 1.000 1 7.720
Segment 1 Reach 3
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.720
* Runoff 1 0.510 1 2.000 I 1.000 1 7.720
Segment 1 Reach 4
Waste I 0.000 I 0.000 1 0.000 1 0.000
Tributary I 0.840 I 2.000 1 1.000 1 7.720
* Runoff I 0.510 1 2.000 1 1.000 1 7.720

SUMMER
QEFF=0.1, SECONDARY LIMITS
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
1 Seg
# 1 Reach #
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
# I Reach #
I Seg Mi
0.00
0.06
0.12
0.18
0.24
0.30
0.36
0.42
0.48
0.54
0.60
0.60
0.82
1.04
1.27
1.49
1.71
1.93
2.15
2.38
2.60
2.82
2.82
2.85
2.88
2.91
2.94
2.97
3.00
3.00
3.14
3.28
3.42
3.56
3.70
3.84
3.98
4.12
4.26
4.40
1 Seg Mi
I D.O.
7.64
7.78
7.90
8.00
8.08
8.15
8.21
8.26
8.30
8.33
8.36
8.33
8.41
8.45
8.48
8.49
8.49
8.50
8.50
8.50
8.50
8.50
8.50
8.50
8.50
8.49
8.49
8.49
8.48
8.45
8.44
8.44
8.43
8.43
8.42
8.42
8.42
8.42
8.42
8.42
I D.O.
1 CBOD
2.45
2.44
2.43
2.42
2.41
2.40
2.40
2.39
2.38
2.37
2.36
2.35
2.32
2.29
2.27
2.24
2.21
2.19
2.16
2.14
2.11
2.09
2.09
2.09
2.08
2.08
2.08
2.07
2.07
2.07
2.05
2.04
2.03
2.02
2.00
1.99
1.98
1.97
1.96
1.94
1 CBOD
I NBOD
1.92
1.91
1.90
1.89
1.88
1.87
1.86
1.85
1.84
1.83
1.82
1.80
1.76
1.73
1.70
1.67
1.64
1.61
1.58
1.55
1.52
1.50
1.50
1.49
1.49
1.49
1.48
1.48
1.48
1.46
1.44
1.43
1.42
1.40
1.39
1.38
1.37
1.36
1.34
1.33
1 NBOD
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

SUMMER
QEFF=0.05,SECONDARY LIMITS
MODEL RESULTS
Discharger : ROYAL OAKS, INC
Receiving Stream : E. FORK PIGEON RIVER
The End D.O. is 8.44 mg/1.
The End CBOD is 1.80 mg/l.
The End NBOD is 1.05 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 7.68 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
45.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05000
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
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 @20' Idesign l @201/2 (design)
1 1 1 1 1 1 1 1 I
Segment 1 1 0.601 36.001 0.540 1 1.36 1 0.45 1 0.40 126.96 125.261 0.63
Reach 1 1 1 1 1 I 1 I 1 I
1 1 1 1 1 1 1 I I
Segment 1 1 2.221 36.001 0.548 1 1.41 1 0.45 10.39 127.35 125.631 0.63
Reach 2 1 1 I 1 I 1 1 1 I
1 I 1 I 1 I 1 I I
Segment 1 1 0.181 12.501 0.406 11.67 1 0.30 10.26 1 7.05 I 6.601 0.38
Reach 3 I 1 I 1 1 1 I 1 I
1 I 1 I I 1 1 1 I
Segment 1 1 1.401 12.501 0.417 1 1.70 10.30 1 0.26 1 7.23 1 6.771 0.38
Reach 4 1 I 1 1 1 1 1 I I
I Flow 1 CBOD 1 NBOD I D.O. I
I cfs I mg/1 1 mg/1 I mg/1 I
Segment 1 Reach 1
Waste I 0.077 145.000 1 90.000 I 0.000
Headwaters) 14.800 I 2.000 I 1.000 I 7.720
Tributary I 0.000 1 2.000 I 1.000 1 7.720
* Runoff I 0.510 1 2.000 I 1.000 1 7.720
Segment 1 Reach 2
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.560 I 2.000 1 1.000 I 7.720
* Runoff I 0.510 I 2.000 1 1.000 I 7.720
Segment 1 Reach 3
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.000 I 2.000 1 1.000 I 7.720
* Runoff I 0.510 1 2.000 1 1.000 I 7.720
Segment 1 Reach 4
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.840 I 2.000 1 1.000 I 7.720
* Runoff I 0.510 1 2.000 I 1.000 I 7.720

SUMMER
QEFF=0.05,SECONDARY LIMITS
I
I
Seg # I Reach # I Seg Mi 1 D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.68 2.22 1.46 14.88
1 1 0.06 7.82 2.22 1.46 14.91
1 1 0.12 7.93 2.21 1.45 14.94
1 1 0.18 8.03 2.20 1.44 14.97
1 1 0.24 8.11 2.20 1.44 15.00
1 1 0.30 8.18 2.19 1.43 15.03
1 1 0.36 8.23 2.18 1.42 15.06
1 1 0.42 8.28 2.17 1.41 15.09
1 1 0.48 8.32 2.17 1.41 15.12
1 1 0.54 8.35 2.16 1.40 15.15
1 1 0.60 8.37 2.15 1.39 15.18
1 2 0.60 8.35 2.15 1.38 15.74
1 2 0.82 8.43 2.12 1.36 15.86
1 2 1.04 8.47 2.10 1.33 15.97
1 2 1.27 8.49 2.07 1.31 16.08
1 2 1.49 8.50 2.05 1.29 16.20
1 2 1.71 8.51 2.03 1.26 16.31
1 2 1.93 8.51 2.01 1.24 16.42
1 2 2.15 8.51 1.98 1.22 16.54
1 2 2.38 8.51 1.96 1.20 16.65
1 2 2.60 8.51 1.94 1.18 16.76
1 2 2.82 8.51 1.92 1.16 16.88
1 3 2.82 8.51 1.92 1.16 16.88
1 3 2.85 8.51 1.92 1.16 16.89
1 3 2.88 8.51 1.91 1.16 16.91
1 3 2.91 8.51 1.91 1.16 16.92
1 3 2.94 8.50 1.91 1.15 16.94
1 3 2.97 8.50 1.91 1.15 16.95
1 3 3.00 8.50 1.90 1.15 16.97
1 4 3.00 8.46 1.91 1.14 17.81
1 4 3.14 8.46 1.90 1.13 17.88
1 4 3.28 8.45 1.88 1.12 17.95
1 4 3.42 8.45 1.87 1.12 18.02
1 4 3.56 8.44 1.86 1.11 18.09
1 4 3.70 8.44 1.85 1.10 18.16
1 4 3.84 8.44 1.84 1.09 18.24
1 4 3.98 8.44 1.83 1.08 18.31
1 4 4.12 8.44 1.82 1.07 18.38
1 4 4.26 8.44 1.81 1.06 18.45
1 4 4.40 8.44 1.80 1.05 18.52
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I