NC0039187_Permit Issuance_19950905

Permit No. NCO039187
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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,
Lone Star Equities
is hereby authorized to discharge wastewater from a facility located at
Valley View Shopping Center
US Highway 19/23
west of Candler
Buncombe County
to receiving waters designated as an unnamed tributary to Hominy Creek in the French Broad
River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, H, and III hereof.
This permit shall become effective October 1, 1995
This permit and authorization to discharge shall expire at midnight on September 30, 2000
Signed this day September 5, 1995
Original Signed By
A'owar , Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0039187
SUPPLEMENT TO PERMIT COVER SHEET
Lone Star Equities
is hereby authorized to:
1. Continue to operate an existing 0.010 MGD extended aeration wastewater treatment plant with
chlorine disinfection located at Valley View Shopping Center, US Highway 19/23, west of
Candler, Buncombe County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Hominy Creek which is classified Class C waters in the French Broad
River Basin.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO039187
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 Characteristic.
Flow
BOD, 5 day, 20°C
Total Suspended Residue
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
NH3 as N (Apr. 1 - Oct. 31)
NH3 as N (Nov. 1-Mar. 31)
Discharge Limitations
Monthly Avis Weekly Avg. Daily Max
0.010 MGD
30.0 mg/I .45.0 mg/I
30.0 mg/I 45.0 mg/I
200.0 /100 ml 400.0 /100 ml
7.0 mg/I
18.0 mg/I
* Sample locations: E - Effluent, I - Influent
Monitoring
Requirements
Measurement
Sample
*Sampl
Frequency
Type
Location
Weekly
Instantaneous
I or E
Weekly
Grab
E
Weekly
Grab
E
Weekly
Grab
E
2/Week
Grab
E
Weekly
Grab
E
Weekly
Grab
E
Weekly
Grab
E
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
Valley View Shopping Center
NC0039187
100 % Domestic
Existing
Renewal
ut Hominy Creek
C
04-03-02
Buncombe
Asheville
Nizich
1 /17/95
E8SW
Staff Report: na
IWC Spreadsheet: nr already has ammonia limits
Stream Classification:
Instream Data: nr refer below
Request # B8218
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
0.5
Summer 7Q10 (cfs):
0.12
Winter 7Q10 (cfs):
0.16
Average Flow (cfs):
0.5
3002 (cfs):
IWC (%):
11.4 %
First permitted 1982 as existing to George Branch w/ Secondary limits. In 1987 it was verified that facility discharges
to ut to Hominy Creek, (remodeled and Secondary limits recommended). 1992 facility given ammonia limits.
Recommend Instream Monitoring due toproximity and interaction w/ Days Inn West f NC0025933 ] and Ferguson.
Ferguson. Farthing & Jaros Project [ NC00629281
Upstream: at least 50' above outfall
Downstream: SR 1130, (just prior to confluence w/ Hominy Creek)
DMR's
VERY little discharge compared w/ permitted capacity. Request Region verify whether built to permitted capacity.
very good effluent I

( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0039187
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:
fluent Characterlstic.
v
), 5 day, 200C
I Suspended Residue
iI Coliform (geometric mean)
I Residual Chlorine
perature
as N (Apr. 1 - Oct. 31)
as N (Nov. 1-Mar. 31)
r
Discharge Umltatlont
Monthly Ay y Weekly Ava. Dolly Max
0.010 MGD
30.0 mg/I 45.0 mg/I
30.0 mg/I 45.0 mg/I
200.0 /100 ml 400.0 /100 ml
7.0 mg/I
18.0 mg/I
* Sample locations: E - Effluent, I - Influent
Monitor
Requirements
Measurement
Sample *Sample
Frequency
Tyke Locatlon
Weekly
Instantaneous
I or E
2/Month
Grab
E
2/Month
Grab
E
2/Month
Grab
E
Daily
Grab
E
Weekly
Grab
E
2/Month
Grab
E
2/Month
Grab
E
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
+SZ
AJI Z ('CA

SOC PRIORITY PROJECT: Yes No XX
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: GREG NIZICH
DATE: May 4, 1995
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Buncombe
PERMIT NUMBER NCO039181
PART I - GENERAL INFORMATION
1. Facility and Address: Valley View Shopping Center
US Hwy 19/23
Candler, North Carolina
Mailing Address: Lone Star Equities
211 Broadway, Suite 202
Lynnbrook, New York 11563
2. Date of Investigation: May 3, 1995
3. Report Prepared By:. Max L. Haner
4. Persons Contacted and Telephone Number:
5. Directions to Site: Existing facility is located at Valley
View Shopping Center approximately 0.4 mile east of the
intersection of US Hwy 19/23 and NCSR 1141, Buncombe County.
6. Discharge Point(s), List for all discharge points:
Latitude: 35° 32' 30" Longitude: 820 45' 15"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. E8SW U.S.G.S. Quad Name Enka, NC
7. Site size and expansion area consistent with application?
X Yes No If No, explain:
8. Topography (relationship to flood plain included): Not in flood
plain
9. Location of nearest dwelling: Est 200 ft (WWTP enclosed in Bldg)
Page 1

10. Receiving stream or affected surface waters: UT to Hominy Creek
a. Classification: Class "C"
b. River Basin and Subbasin No.: French Broad, 040302
C. Describe receiving stream features and pertinent downstream
uses: Agriculture, wildlife - Proposal to reclassify this
stream to WS status has been withdrawn.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted .010 MGD
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
wwtp was designed and operated initially to treat wastewater
from a laundromat. The laundromat was discontinued during
1986 (est). The existing wwtp is an extended aeration system
with effluent chlorination (HTH). The facility is enclosed
within a roofed concrete block structure at the southeast
rear corner of the shopping center.
f. Please provide a description of proposed wastewater treatment
facilities: N/A
g. Possible toxic impacts to surface waters: None Known
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
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): Removal and
transfer via pump truck to the Town of Brevard for final
treatment.
3. Treatment plant classification (attach completed rating sheet):
Class II (by definition)
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4. SIC Codes(s): 6512
Primary 02 Secondary
Main Treatment Unit Code: 05007
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:
None
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
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:
Connection to Regional Sewer System:
Subsurface:
Other disposal options:
5. Other Special Items: None
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the permit be renewed as proposed. The monitoring
requirements should be unchanged from existing permit.
71z4le�,
Signature of Report Preparer
. CUiCt:z e&
Figiel
Water
Quality R
gional
Supervisor
5-3-
Date
Page 3

32
393,