NCG550065_Permit (Issuance)_20070727 (2)

7/1: 17,11i-6/V-d/i
SOC Priority roject : Yes No X
If Yes , SOC No. :
To : Permits and Engineering Unit
Water Quality Sectidn
Attention : Mack Wiggjins
Date : June 3 , 1993 NPDES STAFF REPORT AND RECOMMENDAT031 08 1993
County : Cleveland
Permit No . NCee33901 f�� Pa � � �� !` '``CH
Nc.Gssokj�s-
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PART I - GENERAL INFORMATION iJ
1 . Facility and Address : Dixon Single Family Residence
Roger D . Dixon
1117 Prospect Church Road
Shelby , North Carolina 28150
2 . Date of Investigation : June 3 , 1993
3 . Report Prepared by : Kim H . Colson , Envir 03 ' OgI e3-=
4 . Persons Contacted and Telephone Number : U`T cicic,14,4'
( 704 ) 484-2543 .
5 . Directions to Site : From the intersect
(North Post Road) and SR 1908 (New Pros
travel west on SR 1908 approximately 0 . 4 mile . The Dixon
Residence is located on the right (north) side of SR 1908 .
6 . Discharge Point ( s ) , List for all discharge points :
Latitude : 35° 19 ' 44" Longitude : 81° 30 ' 19"
Attach a USGS map extract and indicate treatment facility site
and discharge point on map .
U . S . G . S . Quad No . : F12SE U . S . G . S . Quad Name : Shelby , NC
7 . Site size and expansion area consistent with application?
Yes .
8 . Topography (relationship to flood plain included) : Flat to
moderate slopes ; the WWT facilities are not located within the
100 year flood plain .
9 . Location of nearest dwelling : Several dwellings are located
approximately 300 feet from the WWT facilities .
10 . Receiving stream or affected surface waters : Hickory Creek
a . Classification : C
b . River Basin and Subbasin No . : Broad 030804
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Page Two
c . Describe receiving stream features and pertinent
downstream uses : Stream is a small creek that is fed by
several springs in the area . Probably has 30Q2 stream
flow greater than 0 . 0 cfs . General "C" classification
uses downstream .
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a . Volume of wastewater to be permitted : 0 . 0003 MGD
(ultimate design capacity)
b . Current permitted capacity of the wastewater treatment
facility : 0 . 0003 MGD
c . Actual treatment capacity of the current facility
(current design capacity) : 0 .0003 MGD
d . Date (s ) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : N/A
e . Please provide a description of existing or substantially
constructed wastewater treatment facilities : Existing
WWT facilities consist of a septic tank, subsurface sand
filter , and a tablet type chlorinator .
f . Please provide a description of proposed wastewater
treatment facilities : N/A
g . Possible toxic impacts to surface waters : N/A
h . Pretreatment Program ( POTWs only) : N/A
2 . Residuals handling and utilization/disposal scheme :
a . If residuals are being land applied , please specify DEM
Permit No . : N/A
Residuals Contractor : N/A
Telephone No . : N/A
b . Residuals stabilization : PSRP PFRP Other
c . Landfill : N/A
d . Other disposal/utilization scheme (Specify) : Septage is
pumped by Wesson Septic Tank Service .
3 . Treatment plant classification (attach completed rating
sheet) : No rating - single family residence .
4 . SIC Code( s ) : 9999
Wastewater Code ( s )
Primary : 04 Secondary :
Main Treatment Unit Code : 44007

Page Three
PART III — OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only) ?
N/A
2 . Special monitoring or limitations ( including toxicity)
requests : N/A
3 . Important SOC , JOC or Compliance Schedule dates (Please
indicate ) : N/A
4 . Alternative Analysis Evaluation :
Spray Irrigation : Insufficient area .
Connection to Regional Sewer System : Sewer not available in
area .
Subsurface : High groundwater prevents subsurface disposal .
Other disposal options : N/A
5 . Air quality and/or groundwater concerns or hazardous materials
utilized at this facility that may impact water quality , air
quality , or groundwater : There are no known air quality ,
groundwater , or hazardous materials concerns .
6 . Other Special Items : N/A
PART IV — EVALUATION AND RECOMMENDATIONS
The permittee , Roger Dixon , has applied for permit renewal .
The subject permit covers the discharge from the Dixon ' s single
family residence .
It is not recommended that the permit be covered under the
General Permit for single family residences since the facility
could not consistently meet the General Permit ' s effluent limits .
It is recommended that the permit be renewed as requested .
2a
Signature of report preparer
2,
Water Quality R tonal Supervisor
Date

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° lx-4o.N6t- CeNcUAL QQ' ".:"� o"' co(S:. March 23 , 1990
NPDES STAFF REPORT AND RECOMMENDATIONS
Haywood County
NPDES Permit No .
NC_G-5500(05
PART I - GENERAL INFORMATION ' "" �^
i�
1 . Facility and Address : Jennings-Sunburst Trout Farm
Lake Logan Road , NC Hwy 215 MAR 2 7 m99Q.
Canton , North Carolina
rECNN �'�
Mailing : Route 3 Box 513 � Svc,"1 8RMNC
Canton , North Carolina 28716 H
2 . Date of Investigation : September 26 , 1989
3 . Report Prepared By: Max L . Haner
4 . Persons Contacted and Telephone Number : Richard Jennings
( 704) 648-3010
5 . Directions to Site : Site A of the existing facility is located
adjacent to NC Hwy 215 , approximately 5 . 3 miles south of its
intersection with US Hwy 276 , south of Canton , N . C. , and
immediately downstream (north) of the Lake Logan dam , Haywood
County . Site B is located adjacent (North) to the intersection
of NC Hwy 215 and NCSR 1111 , approximately 2 . 6 miles north of
Site A , behind Riverside Church , Haywood County .
6 . Discharge Points :
Site A - Latitude : 35 25 54 North
Longitude : 82 55 26 West
Site B - Latitude : 35 27 42 North
Longitude : 82 54 02 West
Attached is a USGS Map Extract indicating the treatment plant
site and discharge point on map .
USGS Quad No . or USGS Quad NameWaynesville , NC
7 . Size ( land available for expansion and upgrading) : Site A- 11 acres
Site B-22 acres
8 . Topography ( relationship to flood plain included) : Not in Flood
Plain
9 . Location of nearest dwelling : N/A
10 . Receiving stream or affected surface waters : West Fork Pigeon
River ( Site A , B)
a . Classifications : "WS- III Trout"
b . River Basin and Subbasin No . : French Broad Basin / 040305
c . Describe receiving stream features and pertinent downstream
uses : Pigeon River is used as water supply for the Town of
Canton

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PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of wastewater : 0% Domestic
100% Industrial
a . Volume of Wastewater : Flow Rate - Site A - 12 , 000 gpm
Site B - 18 , 000 gpm
b . Types and quantities of industrial wastewater : Trout Farm
c . Prevalent toxic constituents in wastewater : N/A
d . Pretreatment Program (POTWs only) N/A
in development approved
should be required not needed
2 . Production rate ( industrial discharges) in pounds : 500 , 000 lbs/yr
a . highest month in the last 12 months
b . highest year in last 5 years
3 . Description of industrial process ( for industries only) and N/A
applicable CFR Part and Subpart :
4 . Type of treatment ( specify whether proposed or existing) :
Existing trout farm occupies two sites referenced in this report
as Sites A & B . Both sites discharge from trout rearing ponds to
the West Fork Pigeon River .
5 . Sludge handling and disposal scheme : Manure from ponds land
applied on Site B .
6 . Treatment plant classification : N/A
7 . SIC Code : 0921
Wastewater Code : 29

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:
Jennings-Sunburst Trout Farm has submitted the Division Trout
Farm Questionaire indicating that the facility was producing more
than 20 , 000 pounds per year and feeding more than 5 , 000 pounds of
feed in the maximum month of feeding . This level requires
issuance of a NPDES Permit . It is recommended that a permit be
drafted for this operation in accordance with trout farm
permitting procedures previously developed . Considering that
this farm exists at two locations ( sites A&B) under the same
ownership , it is recommended that a single permit be issued with
discharges 001 & 002 , respectively . Also , it is intended for all
trout farm permits to be issued at the same time scheduled for
later this year .
(((444APL
Sig ature of Report Preparer
Water Qualit Regional Supervisor

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