NC0023566_PERMIT ISSUANCE_19961125

NPDES DOCUMENT SCANNING COVER SMEET
L
E
NPDES Permit:
NC0023566
Document TypeY"
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Correspondence
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
November 25, 1996
Thin do Mu a]Mt is priated oa renae paper - igaiore any
co intent on the reverse aide

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
November 25, 1996
Mr. Grier A. Lackey
Taylor Togs, Inc.
P.O. Box 180
Micaville, North Carolina 28755
A1\ LAI
I
ED F= Rai
Subject: NPDES Permit Issuance
Permit No. NCO023566
Taylor Togs, Inc.
Yancey County
Dear Mr. Lackey:
In accordance with your application for discharge permit received on June 4,1996 by the Division, we
are forwarding herewith the subject permit to discharge under the subject state - 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 dazed 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 notice that this permit is not transferable except after notice to the Division of Water Quality.
Part Il, EA. addresses the requirements to be followed in case of change in ownership or control.of this
discharge. The Division of Water Quality may require modification or revocation and reissuance of the permit.
This permit does not affect the legal requirements to obtain other permits which may be requited by the
Division of Water Quality or permits requited by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be requited.
If you have any questions concerning this permit, please contact Mary Cabe at telephone number (919)
733-5083, extension 518.
Sincerely,
Original signed By
David A. Goodrich
A. Preston Howard, Jr., P. E.
cc: Central Files
Mr. Roosevelt Childress, EPA
Asheville Regional Office/Water Quality Section
lsg"ccring Uttiti
Facility Assessment 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

Permit No. NCD023W
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
TO DISCHARGE WASTEWATER UNDER THE
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,
Taylor Togs, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Taylor Togs, Inc.
US HWY 19E & NC HWY 80
Micaville
Yancey County
to receiving waters designated as Little Crabtree 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.
The permit shall become effective January 1, 1997.
This permit and the authorization to discharge shall expire at midnight on December 31, 2001.
Signed this day November 25, 1996.
Original Signed By
David X Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Mangement Commission

Permit No. NC0023566
SUPPLEMENT TO PERMIT COVER SHEET
Taylor Togs, Inc.
is hereby authorized to:
1. Continue to operate an existing 0.010 MGD extended aeration type wastewater treatment plant
consisting of influent lift station, bar screen, aeration basin, clarifier with sludge return, sludge
holding tank, chlorinator and chlorine contact tank, fine solids settling tank and tablet
dechlorinator located at Taylor Togs, Inc., US Highway 19E at NC Highway 80, Micaville,
Yancey County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Little
Crabtree Creek which is classified Class C-Trout waters in the French Broad River Basin.

ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGH'r•DUTY ROAD, HARD OR
HARD SURFACE IMPROVED SURFACE
SECONDARY HIGHWAY
HARD SURFACE C=3009= UNIMPROVED ROAD
Latitude* 35054'31" Longitude: 82012'59"
Map # D10NW Sub -basin 04-03-06
Stream Class C-Trout
Discharge Class 55
Receiving Stream Little Crabtree Creek
Permit exp. 12/31/01 Ow 0.010 MGD
SCALE 1:24 000
0 1 MILE
0 7000 FEET
1 0 1 KILOMETER
CONTOUR INTERVAL 40 FEET
QUAD LOCATION Taylor Togs, Inc.
NCO023566
j Yancey County
WWTP

A. O. EFFLUENT.LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO023566
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:
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Measurement
Semple •Samole
Monthly Avg. Weekly
Ava. Dolly Max
Freauencv
Tvpe Location
Flow
0.010 M D
Weekly
Instantaneous
t or E
BOD, 5 day, 200C
30.0 mg/I
45.0 mg/l
Weekly
Grab
E
TSS
30.0 mg/l
45.0 mg/l
Weekly
Grab
E
NH3 as N
2/Month
Grab
E
Fecal Coliform (geometric mean)
200.0 /100 ml
400.0 /100 ml
Weekly
Grab
E
Total Residual Chlorine
28.0 ug/l
2/Week
Grab
E
'Sample locations: E - Effluent, I - Influent,
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units
sample. Z
There shall be no discharge of floating solids or visible foam in other than tie amounts.
be monitored weekly at the effluent by grab

Staff Review and Evaluation
NPDES Wastewater Permit
FACILITY INFORMATION
Facility
Taylor Togs Wastewater Treatment Plant
NPDES No.
NC0023566
Design Flow (MGD)
0.010
Facility Class
II
STREAM CHARACTERISTICS
Stream Name
,Little Crabtree Creek
Stream Class
C-Trout
Sub -basin
04-03-06
Drainage Area (mil)
21.7
S7Q10 (cfs)
6.3
W7Q10 (cfs)
9.0
30Q2 (cfs)
12
IWC (%)
0.25
Proposed Changes
Parameters Affected
Basis for change(s)
Monitonng Frecluencies
Fecal, NH3, TRC, pH
.0500 Regs
Compliance Schedule: N/A
Special Condition(s): N/A
Permits & Engineering Comments:
Recommend renewal of NPDES permit with the above changes.
Prepared by:
Regional Office Evaluation and Recommendations:
�GucG6Gir�
59 D w A.1 F—
���,1,r� ;s O(On�

SOC PRIORITY PROJECT: Yes No XX
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Steven D. Pellei
.DATE: July 24, 1996
NPDES STAFF REPORTi;AND RECOMMENDATION
COUNTY Yancey
PERMIT NUMBER NCO023566
PART I - GENERAL INFORMATION
1. Facility and Address:
Mailing:
Taylor Togs, Inc.
Post Office Box 180
Micaville, N.C. 28755
2. Date of Investigation: January 24, 1996
3. Report Prepared By: Max L. Haner
4. Persons Contacted and Telephone Number:
5. Directions to Site: Taylor Togs, Inc., is located in
Micaville, N.C. at the intersection of US Hwy 19E and
NC Hwy 80.
6. Discharge Point(s), List for all discharge points: 001
Latitude: 35 0 54' 31" Longitude: 82 0 12' 59"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. D10NE U.S.G.S. Quad Name Micaville, NC
7. Site size and expansion area consistent with application?
_X Yes No I£ No, explain:
8. Topography (relationship to flood plain included): Not Subject To
Flooding
9. Location of nearest dwelling: >100 fee t
Page 1

10. Receiving stream or affected surface waters: (.little-Crabtree-7
Creek)
a. Classification: "C-Trout"
b. River Basin and Subbasin No.: FBR, 04030b
C. Describe receiving stream features and pertinent downstream
--- uses: Agriculture & Wildlife
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.010 MGD -(Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.010 MGD
C. Actual treatment capacity of the current facility (current
design capacity 0.010 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
package type WWTP consists of an influent lift station, bar
.screen; aeration chamber, clarifier with sludge and skimmer
return, polishing tank, chlorination and dechlorination with
discharge to Little Crabtree Creek in the French Broad River
Basin.
f. Please provide a description of proposed wastewater treatment
facilities: NA
g. Possible toxic impacts to surface waters:
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: Solids removed
from the system are transported to the Town of Brevard or the City
of Marion for final handling.
a. If residuals are being land applied, please specify DWQ
Permit Number
Residuals Contractor
Telephone Number

K0
n
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
Treatment plant classification (attach completed rating sheet):
Class II
SIC Codes(s): 2328
Primary 55
Secondary
Main Treatment Unit Code: 06507
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity) requests:
N/A
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate) N/A
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.
Spray Irrigation: Not Feasible
Connection to Regional Sewer System: Regional sewer -system being
developed.
Subsurface: Not feasible
Other disposal options:
S. Other Special Items:
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the existing permit be reissued without
significant change in limits or monitoring requirements.
Sij�iaVuAe of Report Preparer
WV41e� zF,, &4&z —
W ter Quality Regional Supervisor
Date
Page 4

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO023566
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:
Effluent Characteristics
Flow
BOD, 5 day, 200C
TSS
NH3 as N
Fecal Coliform (geometric mean)
Total Residual Chlorine
u
Discharge Limitations
Monitoring Requirements
Measurement
Sample
'Sample
Monthly Avg. Weekly Ava.
Daily Max
Freguency
Type
Location
0.010 tv1GD
Weekly
Instantaneous
I or E
30.0 mg/I
45.0 mg/1
Weekly
Grab
E
30.0 mg/I
45.0 mg/1
Weekly
Grab
E
MotrtfSly 2,�^0
Grab
E
200.01100 ml
400.0 /100 ml
21M 6n�th t/ LIM
—Y
Grab
E
28.0 ug/I
paff
�w
Grab
E
*Sample locations: E - Effluent, I - Influent, U - Upstream 50 feet, D - Downstream 50 feet
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/�enfh at the effluent by grab
sample. �j,, kly
There shall be no discharge of floating solids or visible foam in other than trace amounts.
-77

4'-1 � I
PERMIT NOTES
NCO023566 Taylor Togs, Inc. WWTP 04-03-06 Streamline Package
6/4/96 Received renewal application.
6/25 Wrote ack letter, requested residuals management plan.
Receiving Stream: Little Crabtree Ck C-Trout Index #: 7-2-52-33 71IR3
CF Notes:
Compliance inspection - 3/30/94, MRP, in compliance.
WLA J. Nowell 8/12/94
Had requested instream Temp monitoring, but this was not put in last permit?
WLA 9/18/91 Mike Parker commented that there should be no effect on
stream Temp. from discharge.
Average effluent Temp. = 19.7 °C and IWC = 0.25%, will leave instream monitoring
out because there will be no effect on stream.
SR Max Haner 1/24/96 Recommended renewal.
Compliance:
Two low pH values in last two years: 3.3 and 5.6 su.
Residual Chlorine limit is 28 ug/l. No limit on their compliance sheets, chlorine avg
has been 4 and 14 ug/l for the past two years, max = 33.5 ug/l.
Notified Bob Sledge in compliance.
Drafting permit:
Updated frequencies for Fecal, NH3, TRQ and pH per .0500 regs.
Public Notice 10/9/96 Issue 11/25/96