NC0086223_Permit Issuance_19981214

1 - 1
Statia of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
December 14, 1998
Mr. A. Dale Owen
Owner, D&D Catfish Resort
Route 2, Box 397
Brevard, North Carolina 28712
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Final NPDES Permit
Permit No. NCO086223
D&D Catfish Resort
Transylvania County
Dear Mr. Owen:
In accordance with the application for a discharge permit received on April 15, 1998, the Division is
forwarding herewith the subject NPDES permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency dated December 6, 1983, and as subsequently amended.
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made,
this decision shall be final and binding.
Please take note that this permit is not transferable. Part II, E. 4. addresses the requirements to be
followed in case of change in ownership or control of this discharge. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Land Resources or any
other Federal or Local governmental permit that may be required.
If you have any questions or comments concerning this permit, please contact Bethany A. Bolt at (919)
733-5083, extension 551.
Sincerely,
Original Signed By
Daav id A �oodc�t
A Veston owar r., P.E.
Enclosure
cc: Asheville Regional Office/Water Quality Section
Robert Burgin, Jr., P.E./ Robert G. Burgin, Jr., Inc./ P.O. Box 1804/ Irmo, SC 29063
NPDES Unit,
Central Files
Mr. Roosevelt Childress, EPA
Technical Assistance & Certification Unit
Point Source Compliance Enforcement Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]/FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

4.
Permit No. NCO086223
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
A. Dale Owen
is hereby authorized to discharge wastewater from a facility located at
D&D Catfish Resort
off Highway 64
north of Rosman
Transylvania County
to receiving waters designated as Peter Weaver Creek in the French Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, and IV hereof.
This permit shall become effective January 1, 1999.
This permit and authorization to discharge shall expire at midnight on September 30, 2000.
Signed this day December 14, 1998.
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Water Quality .
By Authority of the Environmental Management Commission

f
s
Permit No. NCO086223
SUPPLEMENT TO PERMIT COVER SHEET
A. Dale Owen
:. `. is hereby authorized to:
1. After receiving an Authorization to Construct (ATC), construct and operate a wastewater
treatment plant, consisting of:
• parallel equalization tanks
• parallel aeration basins
• ' parallel clarifiers
• chlorination
• dechlorination
located at D&D Catfish Resort, off Highway 64, north of Rosman, Transylvania County (See
Part III, A. of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Peter
Weaver Creek, which is classified as C-Trout waters in the French Broad River Basin.

,atitude: 35°09'46"
,ongitude: 82°48'58"
TSGS Quad #: G7NE
;.fiver Basin #: 04-03-04
receiving Stream: Peter Weaver
tream Class: C-Tr
D&D Catfish Resort
Na0086223
Transylvania County
w--I -S-( F"2-q-,' 5t,-

A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS ]j f4 jAb
Permit No. NCO086223
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below:
3 't tm
tEFFIUENT,t,.,f.x�
�
,=�rUIREMENTS
e Avera a Maximum :�
>�t,f
-� � Sam le��' .�..'1.2;a
Fre uene '°:`� .,,: , e • ... Location
Flow
0.035 MGD
Daily
Continuous
I or E
BOD, 5 day,20°C
30.0 mg/1
45.0 mg/1
Weekly
Composite
E
Total Suspended Solids
30.0 mg/1
45.0 mg/1
Weekly
Composite
E
NH3 as N (April 1 - October 31)
NH3 as N (November 1 — March 31)
5.6 mg/1
16.9 mg/1
Weekly
Weekly
Composite
Composite
E
E
Dissolved Oxygen
Weekly
Grab
E
H2
Weekly
Grab
E
Fecal Coliform(geometric mean
200 100 ml
400 100 ml
Weekly
Grab
E
Total Residual Chlorine
28 µg/1
2/Week
Grab
E
Oil and Grease
30 mg/1
60 mg/1
Weeldy
Grab
E
MBAS
Weekly
Composite
E
Temperature °C
Daily
Grab
E
Notes:
* Sample locations: E — Effluent, I — Influent
1 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

t
Robert G. Burgin, Jr. Inc.
Consulting Civil Engineers
PO Box 1804
Irmo, SC 29063
November 23, 1998
NPDES Unit
DENR
PO Box 29535
Raleigh, NC 27626-0535
Re: Local Government Review Form
RGB, Jr. Inc. File # 0962
Dear Ms. Bolt:
'0
c-0
I have attached the review form that I faxed to you earlier today. Thank you for your assistance, --
If you have any questions concerning this matter, please feel free to call upon me at anytime at �-
[phone]. t''
With kind regards, I am c�
w
Sincerely yours, N
Cr•
Robert G. Burgin., Inc.
91A A. .,
Robert G. Burgin, Jr., PE
Enclosures
Phone -[phone] Pax-[phone] Digital Pager- [phone]

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116L-1J
AFFIDAVIT OF PUBLICATION
I
i
BUNCOMBE COUNTY p
JDSS.
NORTH CAROLINA JD
PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL'..
MANAGEMENT
COMMISSION
P.O. BOX 29S35
RANOTIFICATIONOF 35
INTENTTO ISSUE A
STATE NPDES PERMIT
A copy of the draft permit
is available by writing or
calling the Division of En-
vironmental Management,
P.O, BOX 29, Raleigh,
North Carolina 27 26-0535,
(919) 733-701S.
Before the undersigned, a Notary Public of said
County and State, duly commissioned, qualified
and authorized by law to administer oaths,
personally appeared Annette Davis
Who, being first duly sworn, deposes and says:
that he (she) is Billing Services Manager
of ASHEVILLE CITIZEN TIMES COMPANY,
engaged in publication of a newspaper known as
THE ASHEVILLE CITIZEN -TIMES
published, issued, and entered as second class
mail in the City of Asheville, in said County
and State; that he (she) is authorized to make
this affidavit and sworn statement; that the
notice or other legal advertisement, a true
copy of which is attached hereto, was published
in THE ASHEVILLE CITIZEN TIMES on the following
dates:September 18, 1998
and that at the said newspaper in which said
notice, paper, document or legal advertisemt
was published was, at the time of each and
every publication, a newspaper meeting all of
the requirements and qualifications of Section
1-597 of the General Statutes of North Carolina
and was a qualified newspaper within the
meaning of Section 1-597 of the General
Statutes of North Carolina.
This 7TH day of Opgber 1998
(Signature of person making affidav
Sworn to and subscribed before me
rhehtlr-of October 19,!��
I :./ v(Notary Public)'J
My Commission expires: August 17, 2003

AFFIDAVIT, OF PUBLICATION
CLIPPING OF LEGAL ADVERTISING
ATTACHED HERE
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT COMMISSION
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA
27626-0535
NOTIFICATION OF INTENT TO
ISSUE A STATE NPDES
PERMIT
On the basis of thorough staff
review and application of Article
21 of Chapter 143, General Statutes
of North Carolina, Public Law 92-
500 and other lawful standards and
regulations, the North Carolina
Environmental Management
Commission proposes to issue a
permit to discharge to the persons
listed below effective 11/7/98 and
subject to special conditions.
Persons wishing to comment
upon or object to the proposed
determinations are invited to
submit same in writing to the above
address no later than 10/23/98. All
comments received prior to that
date will be considered in the
formulation of final determinations
regarding the proposed permit. A
public meeting may be held where
the Director of the Division of
Environmental Management finds a
significant degree of public interest
in a proposed permit.
A copy of the draft permit is
available by writing or calling the
Division of Environmental
Management, P.O. Box 29535,
Raleigh, North Carolina 27626-
0535, [phone].
The application and other
information may be inspected at
these locations during normal
office hours. Copies of the
information on file are available
upon request and payment of the
costs of reproduction. All such
comments or requests regarding a
proposed permit should make
reference to the NPDES permit
number listed below.
Date 9/16/98
NORTH CAROLINA
TRANSYLVANIA COUNTY
Before the undersigned, a Notary Public of said
County and State, duty commissioned, qualifed, and
authorized by law to administer oaths, personally
appeared Stella Trapp who being first duty sworn,
deposes and says: that he (she) is Publisher/Owner
(Owner, partner, publisher, or other officer or
employee authorized to make this affidavit) of The
Transylvania Times, published, issued, and entered
as second class mail in the Town of Brevard in said
County and State; that he (she) is authorized to
make this affidavit and sworn statement; that the
notice or other legal advertisement, a true copy of
which is attached hereto, was published in The
Transylvania Times on the following dates:
September 21, 1998
and that the said newspaper in which such notice,
paper, document, or legal advertisement was
published was, at the time of each and every such
publication, a newspaper meeting all of the
requirements and qualifications of Section I-597 of
the General Statutes of North Carolina and was
qualified newspaper within the meaning of Section
I-597 of the General Statutes of North Carolina.
This ! 2 day of 19
(Signature of person making affid vit)
Sworn to//,and subscribed before me,
day of,
Notary Pubp
My Commission expires: 7 = )?)
David A. Goodrich
for A. Preston Howard Jr., P.E.,
Director
Division of Environmental Management 'I
Public notice of intent to issue a Pip
'
State NPDES permit to the
following:
1. NPDES No. NC0086223. A.

ut,w. --.
determinations are tncnce t1.
submit same in writing to the above
address no later than 10/23/98. All
comments received prior to that
date will be considered in the
formulation of final determinations
regarding the proposed permit. A
public meeting may be held where
the Director of the Division of
Environmental Management finds a
significant degree of public interest
in a proposed Permit.
A copy of the draft permit is
available by writing or calling the
Division of Environmental
Management, P.O. Box 29535,
Raleigh, North Carolina 27626-
0535,[phone].
The application and other
information may be inspected at
these locations during normal
office hours. Cop
information on file are available
upon request and payment of the
costs of reproduction. All such
comments or requests regarding a
proposed permit should make
reference to the NPDES permit
number listed below.
Date 9/16/98
David A. Goodrich
for A. Preston Howard Jr., PDirector
Division of Environmental
Management
Public notice of intent to issue a
State NPDES permit to the
following:
NPDES No. NC00Box 3 A.
7.11.
le Owen, Route 2,Box 397,revard, NC 28712 has applied for
new permit for a ProPo� facility
ocated at D&D Catfish Resort, off
ighway 64, north of Rosman,
ransylvania County. The proposed
acility will discharge 0.035 MOD
f treated domestic wastewater
rom one outfall into Peter Weaver
Creek, a Class C-Tr stream in the
French Broad River Basin which
has a 7Q10 flow of 0.32 cfs and a
30Q2 now of 0.72 cfs. Ammonia
and Total Residual Chlorineeter e
water quality limited Param
For some parameters, the available
load capacity of the immediate
receiving stream will be consumed,
This may affect future Water
quality based effluent limitations
for additional dischargers within
this portion of the waters M9R1/1 tc
and that the said newspaper in which such notice,
paper, document, or legal advertisement was
published was, at the time of each and every such
publication, a newspaper meeting all of the
requirements and qualifications of Section I-597 of
the General Statutes of North Carolina and was
qualified newspaper within the meaning of Section
I-597 of the General Statutes of North Carolina.
This day of (. r- ,19
/ %.
(Signature of person making affidavit)
Sworn told subscribed before me, th
,//. 21 /I -U -=
Notary Pub}i
my Commission expires: '7- "/

Waste Load Allocation
NPDES Wastewater Permit (NC0086223)
FACILITY INFORMATION
Facility: -
D&D CatfishResort
NPDES No
Facility Status:
Permittee Name.
!Proposed-----
_....._._—_._..-...._.-. ___.....___
A. Dale Owen
Major -or Minor?
--- Minor
Design MGD)-
0.035
Domestico�— .fir00
Industrial ( V
Facility Ciassi
I (Assume
County:
-- - - --
Transylvania
Regional Office
Tuad.
fUSGSopo Q
G7NE
STREAM CHARACTERISTICS
Parameters
Summer
Winter
BOD5 (E)
30.0/45.0 mg/l
30.0/45.0 mg/l
TSS (E)
30.0/45.0 mg/1
30.0/45.0 mg/l
NH3 N (E)
5.6 mg/1
16.9 m
Dissolved Oxygen (D.O.) (E)
Monitor mg/l
Monitor mg/l
pH (E)
6.0-9.0 SU
6.0-9.0 SU
Fecal Coliform (E)
200 400 (100 m)
200 400 (100 ml)
Total Residual Chlorine (E)
28 µg/1
28 µg/l
Oil & Grease (E)
30/60 mg/1
30/60 mg/l
MBAS (E)
Monitor (µg/1)
Monitor (µg/1)
Temperature (E)
Monitor (°C)
Monitor (°C)
Special Condition(s): N/A.
Modeling Discussion
No ambient monitoring stations were identified on Peter Weaver Creek or in vicinity. Drainage
area for the mouth of Morgan Mill (USGS 0343950055) was probably entered incorrectly as 24.1
square miles, and the more likely 2.41 square miles was used. (Jackie Nowell assumed the same
in a model for Transylvania Evergreen WLA.)

Waste Load Allocation
NPDES Wastewater Permit (NCOO86223)
Level B model analysis for the summer indicated that the existing limits for two facilities on
Morgan Mill —Transylvania Evergreen (NC0081001) and Conoco Convenience Store
(NC0085031)—do not take into account any interaction between discharges. Consequently, the
model predicts NBOD is well above the standard (4.5 mg/1) in the segment of Morgan Mill prior
to the confluence of Peter Weaver Creek. However, the highest NBOD predicted downstream of
D&D Catfish is only 4.83 mg/1(at the confluence), and the model is not accurate enough for this
value to warrant iterations that attempt to correct for interacting discharges.
The model further predicted that D.O. would not fall beneath the standard of 6.0 mg/1 during
summer or winter conditions with proposed limits. The minimum D.O. was predicted to be 6.6
mg/1 at D&D's discharge point. This is the only D.O. sag within 1.0 mg/1 of the standard;
therefore, no instream monitoring is recommended. (Current Division policy is to recommend
instream monitoring when a D.O. sag occurs further downstream than the discharge point, and
the minimum D.O. is within 1.0 mg/7 of the standard) Under both the summer and winter
conditions, D.O. continues dropping at the endpoint of the model, but the end D.O. is > 7.5 mg/1,
and this is the point is where the segment meets the French Broad River.
Therefore, secondary limits for BOD5 (30.0/45.0) should be adequate to protect for D.O. in this
stream.
General Comments
• Division policy for new flow to Trout waters is to include a TRC limit between 17-28 µg/l,
depending on dilution. If the allowable concentration is above 28 µg/l, a default limit of 28
µg/l applies. (Standard of 17 µg/l applies to Trout waters.)
• Ammonia limits were determined by dilution calculations to protect against toxicity (see
calculations).
• The standard for MBAS is 500 µg/l, so the allowable concentration for this facility is around
3500 µg/l. No limit is recommended.
• An Oil and Grease limit is recommended since a restaurant will be on site.
State Contact
NPDES Unit: Bethany Bolt at [phone], extension 551.
Copies of the following are attached to provide further information on the permit development:
• TRC and Ammonia Calculations
• Modeling Information

NCO086223
Facility: D&D Catfish
Discharge to: Peter Weaver Cr
Stream class and index #: C-Tr, #6-10
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
0.32
7Q10 (CFS)
0.32
DESIGN FLOW (MGD)
0.0350
DESIGN FLOW (MGD)
0.0350
DESIGN FLOW (CFS)
0.05425
DESIGN FLOW (CFS)
0.05425
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
14.50
IWC (%)
14.50
Allowable Conc. (ug/1)
117.28
Allowable Concentration (mg/1)
5.60
minimum = 2
Ammonia as NH3
(winter)
7Q10 (CFS)
0.52
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.0350
Ratio of 5.9:1
DESIGN FLOW (CFS)
0.05425
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
WC (%)
9.45
Allowable Concentration (mg/1)
16.945
minimum = 4
MBA5 '. .
oil
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f�-wier HtM;rl�s Wt're �D,O0aG25 MGD) ' !G iNC�55ph92� 3Q(�Z'Z.50
-TYansylvahia Evenyee✓7 Corp. (0,0)0 MC�D)(JC608ibol 7C�IOS IJb
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5cu H /'tt_�� Pot t\� 7,-
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099 _ p, 52. cis
b.3�q �2,08� ►.Q0 - 0.72 cis
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p34 4
�Qtnv�
3M Z . 0.9'7
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.19
47
•0105 = 0.47
0
3DQ2 = i.o'"-� 7Q.ioW- O.�S ` 5o3�3gsoos5
v 2• 1
DA 0fpA *4U� 3t,Q 70105= 1.10
Q 2.08� zZ .�1i ?1,�1p5 : D.47 7Q1oW = t.�o
10105 0'* 'lato S, 0,$8 7Q tnUi- 0.�5 3DQ2 = 2.5o
1GtIUuI = 0.5z 701OW = 6•hb o
0,72 v011 D•g3 b� - i

613198
c (A (a+ O-YLS
1/3 x0.0
-
SIo e- 26 _ 79.2 :

LA. NO F:(SUMM� �
-')I T? �7a I (t) (0,-3b
,i7Z. --�
S 3Q 1 --?
2 /'0, 095 3,47
�7QIU (S) - (OtV > 0.36) /0. (o3 - 0.14 o�s�vtli
/0'. 0 19 It
7 (,0,47 4)
0, Vb.c.(�/MA
Q
4) 0.7(o 0,.2 ); d�/YIA-k'.
r
Q = C7. 20 - t 3..0 + 3,0� � /6.76 = ! . 58 ads vim'
L� N o F (Vj I �,l 7-E2.)
vi n. �o - o� s2 /0.09� - n.��I ��5 ►gib
s
s1 (z2
7
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SZ�I .
7000 «) C a
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1 IRl
-70
1 5 0 0•75 -0. 75 0. 7
S3 �2
COO D = 2. g5
3,09
> U
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L,G 1Z•t r-�.

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0. 72
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ry
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f� L ��'�' i
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--- -- --
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,
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3v .0 A/; 9,01) l; vv`i t '/ is t
mij

SUMMER
DDCATS
MODEL RESULTS
Discharger
:
D&D CATFISH
RESORT
Receiving Stream :
PETER WEAVER CREEK
----------------------------------------------------------------------
The End D.O.
is 7.54
mg/l.
The End CBOD
is 4.30
mg/l.
The End NBOD
----------------------------------------------------------------------
is 3.77
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
------
6.60
---------
0.00
-------
1
----
----
--
----------
Reach 1
45.00
25.20
0.00
0.03500
Reach 2
45.00
90.00
0.00
0.00063
Segment 2
7.46
0.00
1
Reach 1
45.00
90.00
0.00
0.01000
Reach 2
45.00
108.00
0.00
0.01000
Segment 3
7.54
0.76
1
Reach 1
0.00
0.00
0.00
0.00000

t i r
*** MODEL SUMMARY DATA ***
lj'ischarger : D&D CATFISH RESORT Subbasin 040301
Receiving Stream : PETER WEAVER CREEK Stream Class: C-TR
Summer 7Q10 : 0.32 Winter 7Q10 0.52
Design Temperature: 23.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200 I
design
Segment
1
0.10
79.20
0.169
0.40
0.52
0.45
25.65
24.03
0.63
Reach
--------------------------------------------------------------------------------
1
Segment
1
0.63
26.40
0.131
0.50
0.35
0.31
6.62
6.21
0.63
Reach
--------------------------------------------------------------------------------
2
Segment
2
0.25
54.10
0.154
0.45
0.46
0.40
16.02
15.01
0.63
Reach
--------------------------------------------------------------------------------
1
Segment
2
0.04
51.30
0.157
0.46
0.47
0.41
15.52
14.54
0.63
Reach
--------------------------------------------------------------------------------
2
Segment
3
1 0.76
8.28
0.128
1 0.76
1 0.27 1
0.23
1 2.03 1
1.90
0.38
Reach 1
t
Flow
CBOD
NBOD
D.O.
cf s
mg/1
mg/1
mg/1
Segment 1
Reach 1
Waste
0.054
45.000
25.200
0.000
Headwaters
0.320
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.630
2.000
1.000
7.720
Segment 1
Reach 2
Waste
0.001
45.000
90.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.140
2.000
1.000
7.720
Segment 2 Reach 1
Waste
0.015
45.000
90.000
0.000
Headwaters
0.440
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.120
2.000
1.000
7.720
Segment 2 Reach 2

� ' r
•
SUMMER
5'
'
DDCATS
` 9�
1:'Seg #
I Reach #
I Seg Mi (
D.O. I
CBOD
I NBOD I
Flow
1
1
0.00
6.60
8.23
4.51
0.37
1
1
0.01
6.77
8.11
4.44
0.38
1
1
0.02
6.92
8.00
4.37
0.39
1
1
0.03
7.06
7.89
4.31
0.39
1
1
0.04
7.18
7.78
4.25
0.40
1
1
0.05
7.29
7.68
4.19
0.41
1
1
0.06
7.38
7.58
4.13
0.41
1
1
0.07
7.47
7.48
4.07
0.42
1
1
0.08
7.55
7.38
4.02
0.42
1
1
0.09
7.62
7.29
3.97
0.43
1
1
0.10
7.69
7.20
3.91
0.44
1
_2
0.10
7.67
7.28
�11=.
0.44
1
2
0.16
7.70
7.11
3.97-
0.45
1
2
0.23
7.72
6.93
3.84
0.46
1
2
0.29
7.75
6.77
3.72
0.46
1
2
0.35
7.77
6.61
3.60
0.47
1
2
0.41
7.79
6.46
3.49
0.48
1
2
0.48
7.81
6.31
3.38
0.49
1
2
0.54
7.83
6.17
3.27
0.50
1
2
0.60
7.85
6.04
3.18
0.51
1
2
0.67
7.87
5.91
3.08
0.52
1
2
0.73
7.89
5.78
2.99
0.53
-"--E�1.5T►�C�
21,E
0.00
7.46
3.46
4.03
0.46
m5 F'ofz-
2
1
0.03
7.59
3.44
3.98
0.46
TNS
2
1
0.05
7.70
3.41
3.94
0.46
n„ �,-, I'�j��
2
1
0.08
7.79
3.39
3.90
0.46
nth hit'►
2
1
0.10
7.87
3.36
3.85
0.47
�r2
2
1
0.13
7.93
3.34
3.81 I
0.47
2
1
0.15
7.99
3.32
3.77
0.47
2
1
0.17
8.04
3.29
3.73
0.48
2
1
0.20
8.08
3.27
3.69
0.48
2
1
0.22
8.12
3.25
3.65
0.48
2
1
0.25
8.15
3.22
3.61
0.49
2
2
0.25
7.90
4.52
0.50
2
_
2
0.25
7.90
4.51
6.83
0.50
2
2
0.26
7.91
4.51
6.83
0.50
2
2
0.26
7.92
4.51
6.82
0.50
2
2
0.27
7.92
4.50
6.81
0.50
2
2
0.27
7.93
4.50
6.81
0.50
2
2
0.27
7.93
4.50
6.80
0.50
2
2
0.28
7.94
4.49
6.79
0.50
2
2
0.28
7.95
4.49
6.79
0.50
2
2
0.29
7.95
4.49
6.78
0.50
2
2
�"
0.29
7.96
4.48
6. 7
, `0-._sO-____�
m O C>� L too r-
3
1
0.00
7.92
5.15
;' 4 . 83
1. 03
ACfc,f9ATt
3
1
0.08
7.86
5.05
4 . 1
1.04
sic i� FotL
3
1
0.15
7.80
4.96
4.59
1.06
GNP
TD
3
1
0.23
7.75
4.86
4.48
1.0815
3
1
0.30
7.70
4.78
4.36
1.09
wA�"AiJr
3
1
0.38
7.66
4.69
4.26
1.11
3
1
0.46
7.63
4.61
4.15
1.12
3
1
0.53
7.60
4.52
4.05
1.14
3
1
0.61
7.58
4.45
3.96
1.16
3
1
0.68
7.56
4.37
3.86
1.17
3
1
0.76
7.5
4.30
3.77
1.19
Seg #
Reach #
Seg Mi
D.O.
CBOD
I NBOD (
Flow

A
.. Waste 0.015 45.000 108.000 0.000
' Tributary 0.000 2.000 1.000 7.720
* Runoff 0.000 2.000 1.000 7.720
Segment 3 Reach 1
Waste ,
0.000
0.000
0.000
0.000
Headwaters
0.000
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.210
2.000
1.000
7.720
* Runoff flow is in cf s/mile

WINTER
DDCATW
MODEL RESULTS
Discharger
:
D&D CATFISH
RESORT
Receiving Stream :
PETER WEAVER CREEK
-------------
The End D.O.
--------------------------------
is 7.74
mg/l.
------------
The End CBOD
is 3.67
mg/l.
The End NBOD
----------------------------------------------------------------------
is 4.36
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
------
6.99
---------
0.00
-------
1
----
----
Reach 1
45.00
76.00
0.00
0.03500
Reach 2
45.00
90.00
0.00
0.00063
Segment 2
7.56
0.00
1
Reach 1
45.00
90.00
0.00
0.01000
Reach 2
45.00
108.00
0.00
0.01000
Segment 3
7.74
0.76
1
Reach 1
0.00
0.00
0.00
0.00000

r
*** MODEL SUMMARY DATA ***
Discharger : D&D CATFISH RESORT Subbasin 040301
Receiving Stream : PETER WEAVER CREEK Stream Class: C-TR
Summer 7Q10 : 0.32 Winter 7Q10 0.52
Design Temperature: 23.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200
I design
Segment
1
0.10
79.20
0.228
0.42
0.60
0.52
34.64
32.45
0.63
Reach
--------------------------------------------------------------------------------
1
Segment
1
0.63
26.40
0.169
0.52
0.38
0.33
8.59
8.05
0.63
Reach
--------------------------------------------------------------------------------
2
Segment
2
0.25
54.10
0.217
0.48
0.54
0.47
22.51
21.09
0.63
Reach
--------------------------------------------------------------------------------
1
Segment
2
0.04
51.30
0.218
0.49
0.54
0.47
21.45
20.09
0.63
Reach
--------------------------------------------------------------------------------
2
Segment
3
0.76
8.28
0.166
1 0.80
0.28 1
0.24
1 2.65 1
2.48
0.38
Reach 1
Flow
CBOD
NBOD
D.O.
cfs
mg/1
mg/1
mg/1
Segment 1
Reach 1
Waste
0.054
45.000
76.000
0.000
Headwaters
0.520
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.630
2.000
1.000
7.720
Segment 1 Reach 2
Waste
0.001
45.000
90.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.140
2.000
1.000
7.720
Segment 2
Reach 1
Waste
0.015
45.000
90.000
0.000
Headwaters
0.710
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.120
2.000
1.000
7.720
Segment 2 Reach 2

WINTER
DDCATWg��
'Seg #
I Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
6.99
6.06
8.09
0.57
1
1
0.01
7.12
6.01
7.99
0.58
1
1
0.02
7.23
5.96
7.91
0.59
1
1
0.03
7.33
5.90
7.82
0.59
1
1
0.04
7.43
5.85
7.74
0.60
1
1
0.05
7.51
5.80
7.65
0.61
1
1
0.06
7.59
5.76
7.57
0.61
1
1
0.07
7.65
5.71
7.49
0.62
1
1
0.08
7.72
5.66
7.41
0.62
1
1
0.09
7.77
5.62
7.34
0.63
1
1
0.10
7.82
5.57
7.26
0.64
1
2
0.10
7.81
5.63
7.39
0.64
1
2
0.16
7.81
5.53
7.20
0.65
1
2
0.23
7.81
5.44
7.01
0.66
1
2
0.29
7.81
5.35
6.83
0.66
1
2
0.35
7.82
5.26
6.66
0.67
1
2
0.41
7.83
5.17
6.50
0.68
1
2
0.48
7.84
5.08
6.33
0.69
1
2
0.54
7.85
5.00
6.18
0.70
1
2
0.60
7.86
4.92
6.03
0.71
1
2
0.67
7.87
4.84
5.88
0.72
1
2
0.73
7.88
4.77
5.74
0.73
2
1
0.00
7.56
2.92
2.90
0.73
2
1
0.03
7.68
2.90
2.88
0.73
2
1
0.05
7.79
2.89
2.86
0.73
2
1
0.08
7.89
2.87
2.84
0.73
2
1
0.10
7.97
2.86
2.82
0.74
2
1
0.13
8.03
2.85
2.80
0.74
2
1
0.15
8.09
2.83
2.78
0.74
2
1
0.17
8.14
2.82
2.76
0.75
2
1
0.20
8.18
2.80
2.74
0.75
2
1
0.22
8.22
2.79
2.72
0.75
2
1
0.25
8.25
2.78
2.70
0.76
2
2
0.25
8.08
3.62
4.82
0.77
2
2
0.25
8.09
3.62
4.82
0.77
2
2
0.26
8.10
3.62
4.81
0.77
2
2
0.26
8.10
3.62
4.81
0.77
2
2
0.27
8.11
3.62
4.81
0.77
2
2
0.27
8.11
3.61
4.80
0.77
2
2
0.27
8.12
3.61
4.80
0.77
2
2
0.28
8.12
3.61
4.80
0.77
2
2
0.28
8.13
3.61
4.79
0.77
2
2
0.29
8.13
3.60
4.79
0.77
2
2
0.29
8.14
3.60
4.79
0.77
3
1
0.00
8.01
4.17
�
1.50
3
1
0.08
7.97
4.115
1.51
3
1
0.15
7.93
4.06
5.05
1.53
3
1
0.23
7.89
4.01
4.96
1.55
3
1
0.30
7.86
3.95
4.87
1.56
3
1
0.38
7.83
3.90
4.78
1.58
3
1
0.46
7.81
3.86
4.69
1.59
3
1
0.53
7.78
3.81
4.60
1.61
3
1
0.61
7.77
3.76
4.52
1.63
3
1
0.68
7.75
3.71
4.44
1.64
3
1
0.76
7.74
3.67
4.36
1.66
Seg ##
Reach #
Seg Mi (
D.O.
CBOD
NBOD
Flow I

• Waste
0.015
45.000
108.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.000
2.000
1.000
7.720
Segment 3
Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
0.000
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.210
2.000
1.000
7.720
* Runoff flow is in cfs/mile

NPDES Wastewater
III &q imr 0-�-
WQ_1 e64.
AIR`
CHARACTERISTICS
Parameters
Summer
Winter
BODS (E)
30.0/45.0 mg/l
30.0/45.0 mg/l
TSS (E)
30.0/45.0 mg/l
30.0/45.0 mg/l
Ammonia (NH3-N) (mg/1) (E)
5.6 mg/l
16.9 mg/l
Dissolved Oxygen (D.C.) (E,U,D)
Monitor (mg/1)
Monitor (mg/l)
pH (E)
6.0-9.0 S.U.
6.0-9.0 S.U.
Fecal Coliform (E,U,D)
200/400 (/100 ml)
200/400 (100 ml)
Total Residual Chlorine (E)
28 µg/l
28 µg/I
Oil & Grease (E)
30 60 mg/l
30/60 mg/l
MBAS (E)
Monitor (µg/1)
Monitor (µg/1)
Gonducttvity (U,D)
Monitor (µmhos/cm)
Monitor (µmhos/cm )
Temperature (E, V,D)
Monitor (uC)
Monitor (oC)
Compliance Schedule: N/A. se'e re— V l SGO( � Lk 9 (t 1 �96
Special Condition(s): N/A.
Additional Comments
• Level B Model Analysis used to determine effluent limitations for BODS, protecting an instream
D.O. standard of 6.0 mg/l.
• Ammonia limitations based on ammonia toxicity dilution calculations.
• Oil & Grease and MBAS monitoring included since a restaurant is planned at the future resort.
• Division policy is to include a TRC limit no less stringent than 28 µg/I for new dischargers into Trout
streams.
• The proposed discharge appears from the Topo map to be inside the Pisgah National Forest
boundary; however, since the land is private (called an "inholding"), no regulatory authority exists to
restrict land -disturbing activities, except in cases where access to the property during and following
construction is gained through national forest land. This does not appear to be the case; highway 64
runs right next to the property.
• Chris McGrath of the Nongame and Endangered Species Section (Wildlife Resources) was contacted
for any information regarding endangered species in the area. He knew of no federally -listed species,
but he checked the Heritage Database for others. The Hellbender salamander is state -listed as a
special concern in the area; however, it has been recorded in the French Broad River (not Peter
Weaver). This species tends to live in larger rivers rather than small ones. Some rare plants also
exist, but not on Peter Weaver Cron the banks of the French Broad.

NPDES Wastewater Permit (NC0086223) Fact Sheet
State Contact
If you have any questions on any of the above information or on the attached permit, please
contact Bethany Bolt at [phone], extension 551.
Copies of the following are attached to provide further information on the permit development:
• Ammonia and TRC calculations
• Waste Load Allocation (WLA) summary
• Draft Permit
Regional Office Comments
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Signature:
Regional Recommendation by:
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S' ature:
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Supervisor:
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S' ture:
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NPDES Unit:
(2 G ft
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NCO086223
Facility: D&D Catfish
Discharge to: Peter Weaver Cr
Stream class and index #: C-Tr, #6-10
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
0.32
7Q10 (CFS)
0.32
DESIGN FLOW (MGD)
0.0350
DESIGN FLOW (MGD)
0.0350
DESIGN FLOW (CFS)
0.05425
DESIGN FLOW (CFS)
0.05425
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
1450
IWC (%)
Allowable Conc. (ug/1)
117.28
Allowable Concentration (mg/1)
5.fi0
r.
minimum = 2
✓�'
N goo; 25' Z
Ammonia as NH3
(winter)
7Q10 (CFS)
0.52
Fecal Limit
2001100ml
DESIGN FLOW (MGD)
0.0350
Ratio of 5.9 :1
DESIGN FLOW (CFS)
0.05425
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
9.45
Allowable Concentration (mg/1)
?- 16.945 ---'
` minimum = 4
MBA-S = s'oC = soo � 4
Cw0w7Q10/ P
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®�f i
NCDENR
JAMES B. HUNTJR.
GOVERNOR
WAYNE MCDEVITT
SECRETARY
A. PRESTON HOWARD, JR.,
P.E.. DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
May 28, 1998
MEMORANDUM
TO: Bethany Bolt
FROM: Kerry Becker /0
SUBJECT: Addendum to Staff Report
D&D Catfish Resort
NCO086223
Transylvania Co.
Bill Anderson and I revisited the resort on February 27,
1998. According to the application, there should be
adequate acreage for a subsurface system. This would be the
case if the property was relatively level, however, much of
this property is steep requiring greater distances between
the distributors and hence more acreage. The Asheville
Regional Office recommends issuance of this permit.
V .
.41
t J9�B
INTERCHANGE BUILDING, 59 WOOOFIN PLACE, ASMEW G}�.N G'1eJ5fep 1-2414
PHONE [phone] P ReLt 8482
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -50% RECYCLED/10% POST-COMERPAPER
-:�R.-...1ryryy4SA9aT]

` NCO086223 BAB
NOTES FOR D&D CATFISH RESORT
NEW PERMIT (NC0086223)
Wastewater discharge from D&D Catfish Resort (Transylvania County) to Peter Weaver
Creek in the French Broad River Basin. The resort would have approximately 50
cabins, 50 campsites, a restaurant, and a 40-unit motel and office.
15A NCAC 2B .0300 Index # 6-10: Peter Weaver Creek classified as C-Tr in 7/l/73.
Basinwide Plan Info.:
• No specific point source management strategy recommended unless HQW applies.
Many of the streams in this area are classified as Trout streams, and HQW streams
exist up and downstream (Major sections of the North, West, and East Forks, and all
of Catheys Creek). A review of the upper French Broad River HQW report (B-
890510) indicated that the French Broad R from its source to SR1129 was
inadvertently overlooked for HQW designation, and it is DEM's intent to pursue
reclassification of this stream reach (below Morgan Mill confluence).
• Benthic macroinvertebrate sampling near Rosman indicates excellent to good water
quality conditions.
• A QUAL2E model was scheduled to be developed for Brevard to Asheville (this is
downstream from proposed discharge).
• Approximately one half of the land within the sub -basin is contained in Pisgah
National Forest and Pisgah Game Land and is therefore protected from most land
disturbing activities. The proposed discharge appears to be contained inside
national forest boundaries.*
*NOTE: I spoke with a Public Information Officer of Forest Resources (?) at (704) 257-
4264 about how land disturbing activities are overseen/approved inside national forest
boundaries on 5/29/98. He said that if the land is private (called an "inholding"), no
regulatory authority exists to restrict such activities, except in cases where access to the
property during and following construction is gained through national forest land. This
does not appear to be the case; highway 64 runs right next to the property.
EAA Review:
• Is action allowed? Peter Weaver Cr is not a zero flow stream, and nothing in the
basinwide plan prohibits new dischargers in this area.
• Flow probably overestimated; I estimate about 30,800 gpd, 35K for design purposes.
Consultant (Burgin) concurred.
• This request had been submitted at an earlier date and returned because long-term
operating costs of alternatives had not been assessed. Options that were considered
were: connection to regional sewer, on -site subsurface disposal, and direct discharge.
The Town of Rosman will not accept the additional discharge (documentation
supplied in the form of a letter from the Mayor of Rosman).
• Kerry Becker at region mentioned that because of the steep grade of the property,
subsurface system installation would be even more difficult and expensive than
initial cost estimates may show. Robert Burgin noted this in the revised EAA.
• Why is used package WWTP only $5,500?! I question this —it seems too low.'
• Although it is true that amount of force main necessary with a subsurface system
would exceed that of the W WTP option, will it require as much as 6 '/a times more? 2
• Amount of hours charged to "Engineering and Soil Scientist Fees" seem arbitrary,
with more weight given to a subsurface option. The actual difference may by
difficult to predict, however.

,
- s
NC0086223 BAB
Discussion with Robert Burgin on 5128198:
'Package WWTP (dual 20,000 gal aeration tanks with digestion and clarifiers) has
already been purchased for $5000 that would have otherwise been abandoned.
Really the only cost to the owner was transportation and backfill of land from where
it was taken. Blowers, EQ tanks, and chlor/dechlor are also factored in separately.
The pump station is also less for direct discharge option because it is necessary only
to raise water above the flood plain. The pump will be oversized to handle future tie-
in to regional sewer.
ZForce main estimate is so much greater because location of suitable soil for
disposal is so remote and at the rear of the property. According to property map,
the approximation may be close if pump station remains in same location and
sewage is transported to it and back up to the back of the property. 3585 ft may be
somewhat excessive, but considering lines would not travel straight to rear of
property, it is possible this amount would be needed.
Other initial costs seem reasonable. O&M costs: As expected, these costs for
subsurface disposal are significantly less and converge the present worth of the two
options more closely. Power and operation costs seem reasonable. Testing costs
estimated from quotes in ATEL lab fees manual and can be subtracted from
"Operational Cost of WWTP and testing". with sufficient amount left for operational
costs.
Final assessment:
Final present worth costs were added and calculated correctly using an 8% discount
rate. Cost of non -discharge alternative (subsurface) was only about 14.3% higher
than that of discharge from a WWTP; however, since costs for subsurface are likely
underestimated due to the steep grade of the property, the actual difference in cost
is probably greater than 15%. I double-checked Burgin's present worth calculations
with a spreadsheet. Presently, direct discharge appears to be the most economically
feasible option.
Burgin expressed optimism that regional connection (Town of Rosman) will be a
possibility in the future (next 5 years or so), and the owner favors connection when
the option comes available.
UMA Information:
• Sub -Basin: 04-03-01
• USGS Quad: GME
• From Low -Flow Hydrologic Areas for North Carolina, this area is located in HA 10.
• Average Flow = 2.08 cfs
• Summer/Winter 7Q 10 = 0.32, 0.52 cfs
• 30Q2 = 0.72 cfs
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RE: Endangered Species Info.
A v' a
Subject: RE: Endangered Species Info.
Date: Wed, 12 Aug 1998 15:06:00 -0400
From: "Davis, Mark"<[e-mail]>
To: Bethany Bolt <[e-mail]>
Bethany,
Your should contact Chris McGrath of our Nongame and Endangered Species
Section concerning T&E species in the area.
His telephone number is (828) 68370671. If I can of further assistance,
please advise.
From: Bethany Bolt
To: [e-mail]
Subject: Endangered Species Info.
Date: Wednesday, August 12, 1998 2:22PM
Mark,
I received your name as a contact from Mr. Owen Anderson; I work in the
NPDES Unit at DWQ, and we have an application in for discharge permit
in Transylvania Co. My Supervisor advised that I talk to Wildlife
resources about any possible endangered species in the area. The
discharge is proposed for Peter Weaver Creek, north of Rosman (close to
where Highway 64 crosses Peter Weaver Cr). On the Topo map, this
appears to be just inside the Pisgah National Forest boundary, so the
property is probably an inholding.
I may have accidentally left a message on your home answering machine
(it took Owen and I a few times to get a number that worked, and theh-we
decided email would be better!), 'so I apologize if I caused any
confusion!
If you know of any concerns we should take into account before putting a
draft permit to public notice, please let me know; we want to make sure
we cover all bases. Owen said you would be familiar with that area.
Thanks so much for your help!
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