NC0070637_Permit file from 1987-1995_19951006

cc: Permits and Engineering
Technical Support Branch
County Health Dept,
Central Files
WSRO
SOC PRIORITY PROJECT: Yes
If Yes, SOC No.
To: Permits aad Engineering IInit
Water Quality Section
Attention: Susan Wilson
Date: October 6, 1995
NPDES STAFF REPORT AND RECOMMENDATION
County Davidson
PART I - GENERAL INFORMATION
1. Facility and Address: Piedmont Converting, Inc.
Rt. 4, Box 4187
Lexington, N.C. 27292
2. Date of Investigation: September 21, 1995
3. Report Prepared by: Abner Braddy
No X
4. Persons Contacted and Telephone Number: Mr. John Ilisco
Ms. Rhonda Johnson [phone]
5. Site: From Winston-Salem, travel N.C. H
Directions to wy 150
south. The facility is located on the right side
150, one mile south of Hampton Road, S.R. 1485.
6. Discharge Points(s), List for all discharge points:
Latitude: 350 54' 47" Longitude: 800 19' 50" (001)
350 54' 50" Longitude: 800 19' 58" (002)
U.S.G.S. Quad No. D17NE U.S.G.S. Quad Name Welcome
7. Site size and expansion area consistent with application?
Yes No If No, explain: No site size asked for, nor
given, in application.
8. Topography (relationship to flood plain included): The
facility is located on level ground, above any flood plain.
9. Location of nearest dwelling: None within 10001
.

10. Receiving stream or affected surface waters: U.T. to Reedy
Creek
a. Classification WS IV
b. River Basin and Subbasin No.. 03-07-04 Yadkin
c. Describe receiving stream features and pertinent
downstream uses: Reedy Creek becomes tributary to the
Yadkin River approximately 2.5 miles below this
discharge. Captain Stevens Restaurant (NC0059218)
discharges into an U.T. that joins Reedy Creek just
above Piedmont Converting°s discharge point.
Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORRB
1. a. Volume of Wastewater to be permitted. 105 g.p.d.
(Ultimate Design Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? N.A.
c. Actual treatment capacity of the current facility
(current design capacity)? N.A.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years. None
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities; N.A., boiler blowdown
f. Please provide a description of proposed wastewater
treatment facilities. None
g. Possible toxic impacts to surface waters: None known.
h. Pretreatment Program (POTWs only): N.A.
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 No.
Residuals Contractor
NPDES Permit Staff Report
Version 10/92

Telephone No.
b. Residuals stabilization: PSRP PFRP
Other
c . Landf i 110
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating
sheet) . 1
4 . SIC Code (s) : 275
Primary 16
Secondary
Main Treatment Unit Code: 0 0 0 � 0
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) N.A.
Submission of Plans and Specifications
Begin Construction
Complete Construction
Date
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated. N.A.,
boiler blowdown.
Spray Irrigation:
Connection to Regional Sewer System:
Subsurface:
Other disposal options:
5. Other Special Items:
NPDES Permit Staff Report
Version 10/92
Page 3

The Region recommends approval of the renewal request.
/'/,�� C
gnature of re
epar
Water Quality Regional S� ervisor
Date
NPDES Permit Staff Report
Version 10/92
Page 4

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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.
FACT SHEET FOR WASTELOAD ALLOCATION
Piedmont Converting Inc.
NC0070637
Domestic - 100%
Existing
Renewal
Reedy Creek
C
030704
Davidson
WSRO
R. Kepler
2/14/92
D 17NE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 7Sr. E! W 1:U
". [)apt* of EV4NR
P I M M&
nston' QQcx 1
glona; of Ice
Stream Characteristic:
US GS #
Date:
Drainage Area (mi2): 18.36
Summer 7Q10 (cfs): 0.91
Winter 7Q10 (cfs): 1.82
Average Flow (cfs): 16.7
30Q2 (cfs):
Piedmont Converting is well in compliance with its current limits. Staff report indicates that the ,�
facility is well maintained and operated. rn
Dilution ratio is high at this discharge point. No fecal coliform limit or monitoring will be required
and no NH3-N/tox choice will be given.
Special Schedule Requirements and additional comments from Reviewers:
♦ X v
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineerin
RETURN TO TECHNICAL SERVICES BY:
APR 2 6 1992

ra
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD). 0.0015 0.0015
BODS (mg/1). 30 30
NH3N (mg/1).
DO (mg/l):
TSS (mgm. 30 30
Fecal Col. (/100 ml),
pH (SU): 6-9 6-9
Residual Chlorine (µg/l):
Oil & Grease (mg/1).
PP (mg/l):
TN (mg/1).
Recommended Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 0.0015 0.0015
BODS (mg/1). 30 30
NH3N (mg/1):
DO (mg/1).
TSS (mg/l) : 30 30
Fecal Col. (/100 ml),
pH (SU): 6-9 6-9
Residual Chlorine (µg/l):
Oil & Grease (mg/1).
TP (mg/l):
TN (mg/1).
Limits Changes Due To:
NO CHANGES
Parameter(sl Affected
Parameters) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
_X No parameters are water quality limited, but this discharge may affect future allocations.

3
INSTREAM MONITORING REQUIREMENTS
Upstream Location.
Downstream Location.
Parameters:
Special instream monitoring locations or monitoring frequencies.
MISCELLANEOUS INFORMATION &SPECIAL CONDITIONS
tiaequacy or �xistmg -treatment ���
Has the facility demonstrated the ability to meet the proposed new
If no, which parameters cannot be met?
lim
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? N. (Y or N) If yes, explain with attachments.

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