NCG550692_permit issuance_19940729

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 29, 1994
Jeff Miller
Miller Heading & Wire Forming, Inc.
P. O. Box 1621
Brevard, NC 28712
Subject: Permit No. NCG550000
Cert. of Coverage
NCG550692
Septic system
Transylvania County
Dear Mr. Miller:
Final plans and specifications for the subject project have been reviewed and found
to be satisfactory. Authorization is hereby granted for the construction and operation of a
625 gallon per day septic system consisting of a 1000 gallon septic tank, two 544 square
foot primary sand filters, followed by a 237 square foot secondary sand filter, and a tablet
chlorinator with discharge of treated wastewater into Peter Weaver Creek in the French
Broad River Basin.
This Certificate of Coverage shall be subject to revocation unless the wastewater
treatment facilities are constructed in accordance with the conditions and limitations
specified in Permit No. NCG550000.
The Asheville Regional Office, phone no. [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an in -
place inspection can be made. Such notification to the regional supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the NPDES Permit, this Certificate of
Coverage and the approved plans and specifications. Mail the Certification to the Permits
and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535. A copy of the
approved plans and specifications shall be maintained on file by the Permittee for the life of
the facility. The sand media of the sand filter units must comply with the Division's sand
specifications. The engineer's certification will be evidence that this certification has been
met. A leakage test shall be performed on the septic tank and dosing tank to insure that
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

Page 2
NCG550692
July 29, 1994
any ex filtration occurs at a rate which does not exceed twenty (20) gallons per twenty-
four (24) hour per 1,000 gallons of tank capacity. The engineer's certification will serve as
proof of compliance with this condition.
If you have any questions or need additional information, please contact Susan
Robson, telephone number 919/733-5083.
Sincerely,
Qriginai Signed By
David A. Goodrich
A. Preston Howard, Jr.
cc: Transylvania County Health Department
Asheville Regional Office, Water Quality
Asheville Regional Office, Groundwater
Training and Certification Unit
Facilities Assessment Unit
Jack Floyd, Groundwater Section Central Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER
DISCHARGES WITH SIMILIAR CHARACTERISTICS 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,
Miller Heading & Wire Forming, Inc.
is hereby authorized to construct and operate a 625 GPD wastewater treatment facility consisting of a septic tank,
dual sand filters operated in series, chlorinator and associated appurtenances with the discharge of treated wastewater
from a facility located at
NCSR 1390
near Rosman
Transylvania County
to receiving waters designated as Peter Weaver Creek in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV hereof.
This certificate of coverage shall become effective September 1,1994
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 29, 1994
Original Sighed By
Davin A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

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SOC PRIORITY PROJECT: Yes
IF YES, SOC NUMBER
No X
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Susan Robson
DATE: May 19 1994
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Transylvania
PERMIT NUMBER NCG550692
PART I - GENERAL INFORMATION
1.
2.
3.
4.
Facility and Address:
04-- 03- 04
-Pe-�-eR- W aaen- Cv�-
,( *7%
Miller Heading & Wire ;:F —i r-fd ng, Inc.--,
P.O. Box 1621
Brevard, North Car lina 28712
Date of Investigation: March 15, 1994
Report Prepared By: Kerry S. Becker
Persons Contacted and Telephone Number: Jeff Miller
704-883-2151
5. Directions to Site: From the intersection of U.S. Hwy 64 Bypass
and NCSR 1390 (Israel Rd.) near Rosman, N.C., turn left onto NCSR 1390
and travel 0.01 mile to property on the right.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 09' 46" Longitude: 820 48` 53"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. 185-NE U.S.G.S. Quad Name Rosman, NC
7. Site size and expansion area consistent with application?
X Yes No If No, explain:
Page
1 PLOTTEQ

8. Topography (relationship to flood plain included): Relatively
flat with slight grade sloping towards creek. Facility will be
located within flood plain.
9. Location of nearest dwelling: >100 ft.
10. Receiving stream or affected surface waters: Peter Weaver Creek
a.
b.
c.
Classification: C Trout
River Basin and Subbasin No.: FBR 040301
Describe receiving stream features and pertinent downstream
uses: Provides habitat for the propagation and maintenance
of wildlife. Creek is a swift moving, rocky bottom stream
that drains mountainous terrain. Some residential
development occurs along the stream. Upland the terrain is
primarily forested.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater
Design Capacity)
b. What is the current
Treatment facility?
c.
d.
to be permitted 0.000625MGD (Ultimate
permitted capacity of the Wastewater
Actual treatment capacity of the current
design capacity
facility (current
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:
f. Please provide a description of proposed wastewater treatment
facilities: The proposed facility will consist of a septic
tank followed by dual sand filters operated in series and
effluent chlorination.
g-
Possible toxic impacts to surface waters: Chlorine, cleaning
solutions
Page 2

2. Residuals handling and utilization/disposal scheme: Commercial
septic tank cleaning firm.
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
c. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
Class I
4. SIC Codes(s): 3452
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary 02 Secondary
Main Treatment Unit Code: 460-7
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:
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate) N/A
Submission of Plans and Specifications
Begin Construction
Complete Construction
Page 3
Date

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: Land size not available
Connection to Regional Sewer System: Sewer not within proximity.
Subsurface: Health Dept. has found site unsuitable for subsurface
disposal.
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
The plans for the chlorinator indicate that it will be buried.
For ease of accessibility, the tubes should not be totally
backfilled.
The Asheville Regional Office recommends issuance of a Certificate
of Coverage for the Miller Heading & Wire Forming, Inc. wastewater
treatment facility.
.2
Signature Report Preparer
1r f A(/
i
ter Qua ity Regional Supervisor �
Date
Page 4

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