NC0022446_Complete File - Historical_20001109

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CAROLYN MCFALLS
20602-
A iAAFF�'
40
T4jwa*IyTJ
D E N R
November 9, 2000
AQUASOURCE, INC.-QUARRY HILLS
6960 PROFESSIONAL PKWY E ST400
SARASOTA FL 34240
Subject: Rescission of NPDES Permit
Permit No. NCO022446
AQUASOURCE, INC.-QUARRY HILLS
Alamance County
Dear CAROLYN MCFALLS:
Reference is made to your request for rescission of the subject NPDES Permit.
Staff of the Winston-Salem Regional Office have confirmed that this Permit is no longer
required. Therefore, in accordance with your request, NPDES Permit No. NCO022446 is
rescinded, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters,
you must first apply for and receive a new NPDES Permit. Operating a facility without
a valid NPDES Permit will subject the responsible party to a civil penalty of up to
$10,000 per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
the Water Quality staff, Winston-Salem Regional Office at [phone].
Since ly,
err T. Stevens
cc: Alamance County Health Department
Winston-Salem - Water Quality Regional Supervisor - w/attachments
Point Source Branch - Dave Goodrich ,
Operator Training and Certification
Point Source Compliance - Robert Farmer - Wattachments
Mr. Roosevelt Childress, EPA
Central Files - w/attachments
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
September 15, 2000
Mr. Glenn LaBrecque
AQUASOURCE, INC.
6960 Professional Parkway East,
Suite 400
Sarasota, Florida 34240
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit Modification — Name/Ownership Change
Permit NCO022446
AQUASOURCE, INC.
(Formerly Rayco Util/Quarry Hills)
Alamance County
Dear Mr. LaBrecque:
In accordance with your request received August 31, 2000, the Division is forwarding the subject permit
modification. This modification documents the change in name/ownership at the subject facility. All other terms and
conditions in the original permit remain unchanged and in full effect. This permit modification is issued under 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 dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit modification 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 a written petition conforming to Chapter 150B of the North Carolina General
Statutes, 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.
This permit does not affect the legal requirement to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local government
permit that may be required. If you have any questions concerning this permit, please contact Valery Stephens at the
telephone number or address listed below.
Sincerely,
err T. Stevens
cc: Central Files
Winson-Salem Regional Office, Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
919 733-5083, extension 520 (tax) 919 733-0719
VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/ [e-mail]

Permit NCO022446
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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,
AquaSource, Incorporated
is hereby authorized to discharge wastewater from a facility located at
Quarry Hills Subdivision
George Bason Road
North of Swepsonville
Alamance County
to receiving waters designated as Haw River in the Cape Fear River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, II, III and IV hereof.
This permit shall become effective September 15, 2000.
This permit and authorization to discharge shall expire at midnight on January 31, 2001.
Signed this day September 15, 2000.
K'e'rr T. Stevens, Director v
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0022446
SUPPLEMENT TO PERMIT COVER SHEET
AquaSource, Incorporated, is hereby authorized to:
1. Continue to operate an exsisting stabilization wastewaster treatment plant with:
♦ Aeration basins
♦ Reaeration basin
♦ Clarifier
♦ Aerated sludge digestor
♦ Chlorine contact basin
The facility is located at Quarry Hills Subdivision, George Bason Road, North of Swepsonville in
Alamance County.
2. Discharge wastewater from said treatment works at the location specified on the attached map into
Haw River, classified C-NSW waters in the Cape Fear River Basin.

`�'tatc of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
I",
4vr • •
I-.
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
PERMIT NAME/OWNERSHIP CHANGE FORM
CURRENT PERMIT INFORMATION:
Permit Number: NC002/2/4/4/6
1. Permit holder's name: Rayco Utilities, Inc.
2. Permit's signing official's name and title: Leonard Stogner
(Person legally responsible for permit)
Vice President
(Title)
3. Mailing address: 107 Commercial Park Drive City: Concord
State: N.C. Zip Code: 28027 Phone: ( 704 ) 788-9497
E-mail address: lstogner a,aquasource.com
NEW OWNER/NAME INFORMATION:
1. This request for a name change is a result of:
X a. Change in ownership of property/company
b. Name change only
c. Other (please explain):
2. New owner's name (name to be put on permit):
AguaSource, Inc.
3. New owner's or signing official's name and title: Glenn LaBrecque
(Person legally responsible for permit)
Regional Manager
(Title)
4. Mailing address: 6960 Professional PkwY. East, Suite 400 City: Sarasota
State: Florida Zip Code: 34240 Phone: ( 941) 907-7420
E-mail address: glabrecque(abaquasource.com
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bil Holman, Secretary
Kerr T. Stevens, Director
July 10, 2000
Mr. Glen LaBrecque
AquaSource Services Q Technologies, Inc.
567Interstate Boulevard
Sarasota. Florida 34240
NCDENR
Sublect: Name/Ownership Change Request
Return #2079
Rayco Utilities, Inc. Facilities
/Willowbrook Utilities, Inc. Facilities
Dear Mr. LaBrecque:
With this letter, the Division of Water Quality is hereby returning the request for Name/Ownership
change and all supporting documentation, for the above referenced projects. This request was originally
received on January 19, 2000. Additional information was requested on February 5, 2000 and again on
February 29, 2000. To date, all information requested has not been received.
You are free to resubmit this package at any time with a completed Name/Ownership change form and
supporting legal documentation, such as a contract or deed. If you have any questions, feel free to contact
Christie Jackson at [phone], extension 558.
Sincerely,
David A. Goodrich
NPDES Unit Supervisor
cc: Central Files
NPDES Unit Files
Leonard Stogner Rayco Utilities, Inc.
107 Commercial Park Drive, SW
Concord, NC 28027
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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Attachment A
Facility Name NPDES Permit Number
Pine Valley
NCO028941
Mikkola Downs
NCO067091
Melbille Heights
NCO050792
Penman Heights
NCO055191
Greystone
NCO078115
Briarwood
NCO028746
Forestridge
NCO063720
McCarron
NCO071781
Willowbrook
NCO073539
Quarry Hills
NCO022446

TEaust Regional Office
Interstate Boulevard
Sarasota, Florida 34240
Phone: [phone]
Fax: [phone]
7
AquaSourceinc.-
a. act
January 14, 2000
Mr. Tommy Stevens JAN } 9
Director, Division of Water Quality DjV ��
N.C. Department of Environment and Natural Resources WATER
P.O. Box 29535 DIRECTORS OFF CE
Q Raleigh, N.C. 27626-0535
V-
�1 Subject: AquaSource, Inc. acquisition of Rayco Utilities, Inc. and Willowbrook Utilities, Inc
f6ll Dear Mr. Stevens,
cr'
®r I appreciated the opportunity to meet with you and your staff on Monday, May 17, 1999. It is very
3' helpful for us to meet the people we will be working with and to begin to build an understanding of
the state's concerns and expectations. As we mentioned during the meeting, our goal is to provide
quality cost efficient service to our customers while complying or exceeding state, federal, and local
regulations. I appreciate the expressed willingness of you and your staff to work with us in
understanding the state's expectations.
As November 24, 1999, AquaSource Inc. acquired ownership of Rayco Utilities, Inc and
f.
Willowbrook Utilities, Inc. AquaSource Inc. is now the responsible party for all matters pertaining to
these facilities, including any Notice of Violations, enforcement actions, environmental concerns, etc.
Any enforcement or pending enforcement actions issued prior to November 24, 1999, are the
responsibility of the previous owners (Leonard and Rachel Stogner) and will remain their
responsibility to resolve any such matters with your department.
In order to make this change in responsibility work within the legal requirements of the permit
system, the NPDES permit documentation should be revised to reflect the new ownership and
responsibility. Therefore, please accept this letter as my formal request, as an officer of AquaSource,
Inc., that the records for all facilities listed on Attachment A be updated and revised to reflect
ownership by AquaSource, Inc. In addition, that our Regional Manager, Glenn LaBrecque, be
designated as the responsible party. Mr. Leonard Stogner who as a former owner of Rayco Utilities,
Inc. and Willowbrook Utilities, Inc. also requests this change and further acknowledges that all
matters described and discussed herein are accurate also signs this letter.
Mr. Stogner now works as an employee of AquaSource in a role where he is closely involved in the
day to day operations but no longer serves in a capacity as a responsible party. He now reports
directly to our Regional Manager, Glenn LaBrecque. We believe Mr. Stogner will provide valuable
assistance in the position of industrial and construction manager. His knowledge of operations will
be utilized in coordinating the efforts of our operators.
We hope that your staff and particularly the regional staff will understand that it is optional whom
they choose to contact. However, we would hope that they would continue to contact Mr. Stogner or
others within the previous Rayco staff for the recurring and routine interactions that are a course of
normal day to day operations such as to coordinate an inspection, discuss a minor matter, or direct
questions. If for any reason your staff prefers, they may always directly contact Regional Manger
Glenn LaBrecque, or me.
We would expect that if there are any significant problems or concerns, any Notices of. Violation, any
enforcement actions, or any other "official" communications, those would be addressed directly to
the Regional Manager, Glenn LaBrecque.

let me again thank you and your staff for the courtesy extended to us during our
In conclusion,
meeting. look forward to doing business in North Carolina and working to earn your trust in our
commitment to compliance. If you or your staff should have any questions, need any additional
information, or wish to discuss matters in more detail, please feel free to contact Mr. LaBrecque or
me.
Robert J. Gapio
President, East Region
AquaSource, Inc.
CC: Mr. Glemi LaBrecque
Mr. Johnnie Overton, P.E.
Mr. Kevin Read
Mr. Thurman Horne, P.E.
Leonard E. Stogner
Vice President
Rayco Utilities, Inc.

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
Mr. Leonard Stogner
Rayco Utilities, Inc.
107 Commercial Park Drive
Concord, North Carolina 28027
Dear Mr. Stogner:
N:.WYTA
IT 48 0
A&4�1
dw
�EHNR
March 5, 1996
Subject: Issuance of NPDES Permit NCO022446
Quarry Hills Subdivision
Alamance County
In accordance with your application dated May 31, 1995, we are forwarding herewith 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 dated December 6, 1983.
Please be aware that Part III, Special Condition E. requires that an access road to the site
be constructed within 90 days of the effective date of this permit. It is the Division's contention
that proper operation and maintenance of this facility cannot be performed without this access
road.
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. Part II, EA. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required. If you have any questions concerning this permit, please contact
Susan Robson at telephone number 919/733-5083, ext. 551.
Sincerely rigi
oI Signed BY
David A. Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
Winston-Salem Regional Office
Mr. Roosevelt Childress, EPA
Permits and Engineering Unit
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. NCO022446
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,
Rayco Utilities, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Quarry Hills Country Club
near the intersection of Browns Summit Road
(NCSR 2515) and Autumn Forest Drive
Browns Summit
Guilford County
to receiving waters designated as the Haw River in the Cape Fear 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 April 1, 1996
This permit and the authorization to discharge shall expire at midnight on January 31, 2001
Signed this day March 5, 1996
original Signed By
I)avid A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Mangement Commission

Permit No. NC0022446
SUPPLEMENT TO PERMIT COVER SHEET
Rayco Utilities, Inc.
is hereby authorized to:
1. Continue to operate an existing contact stabilization wastewater treatment plant with an aeration
basin, reaeration basin, clarifier, aerated sludge digestor, and chlorine contact basin located at
Quarry Hills Country Club, George Bason Road, north of Swepsonville, Alamance County
(See Part III of this Permit),, and
2. Discharge from said treatment works at the location specified on the attached map into the Haw
River which is classified Class C-NSW waters in the Cape Fear River Basin.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO022446 lift
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
Sa_iple
'Sample
Monthly Avg. Weekly Ava. Daily Max
Frequency
Tyne
Location
Flow
0.050 MGD
Continuous
Recording
I or E
BOD, 5 day, 20"C
30.0 mg/1 45.0 mg/I
Weekly
Composite
E
Total Suspended Solids
30.0 mg/I 45.0 mg/I
Weekly
Composite
E
NH3 as N
2/Month
Composite
E
Temperature
Weekly
Grab
E
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
2.0 m g / I "
Weekly
Composite
E
* Sample locations: E - Effluent, I - Influent
**Compliance shall be based upon a quarterly average of weekly samples.
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.

Part III Permit No. NCO022446
E. Access Road Construction
The Permittee shall construct an access road to the wastewater treatment plant site within 90 days
of the effective date of this permit.

cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No.
To: Permits and Engineering unit
Water Quality Section
Attention: Dana Bolden
Date: August 23. 1995
NPDES STAFF REPORT AND RECOMMENDATION
County Alamance
Permit No. NC0022446
PART I - GENERAL INFORMATION
1. Facility and Address: Quarry Hills Country Club
Rayco Utilities, Inc.
4110 Highway 29
Harrisburg, N.C. 28075
2. Date of Investigation: April 6, 1995
3. Report Prepared by: Jim Johnston
4. Persons Contacted and Telephone Number: Mr. Leonard Stogner
1-800-537-1998
5. Directions to Site: From Winston-Salem, travel east on I-40
and exit at Hwy 54 south. Travel south approximately 3
miles to George Bason Rd. Make a right and the golf course
will be on the right side.
6. Discharge Points(s), List for all discharge points:
Latitude: 360 02' 01" Longitude: 790 21' 59"
U.S.G.S. Quad No. C21SE U.S.G.S. Quad Name Mebane NC
7. Site size and expansion area consistent with application?
X Yes No If No, explain:
8. Topography (relationship to flood plain included):
Treatment plant within flood plain.
9. Location of nearest dwelling: <1000 feet from WWTP.
10. Receiving stream or affected surface waters: Haw River

d. Other disposal/utilization scheme (Specify): None have
been removed.
3. Treatment plant classification (attach completed rating
sheet). II
4. SIC Code(s): _
Primary 4952 Secondary 7999
Main Treatment Unit Code: 08 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: That monitoring consists of 3 times per week
until an access road has been put in and the plants solids
pumped.
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:
NPDES Permit Staff Report
Version 10/92
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
The WWTP is not being properly operated or maintained.
Given as a reason for the lack of operation and maintenance is
the fact that there is no road to access the plant. Rayco
Utilities has an easement for a road but a road has never been
put in. Effective December 31, 1995, there will be no access to
the WWTP through Quarry Hills Country Club property
It is recommended that the permit
condition that a road to the wastewater
within 90 days of the effective date of
the special monitoring requirements.
ignature opeport preparer
Water Quality Regiona Supervisor
,�- Z q-- 1�S
Date
NPDES Permit Staff Report
Version 10/92
Page 4
be renewed with a
treatment plant be put in
the permit and include

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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0022446
PERMITTEE NAME: Rayco Utilities, Inc. / Piedmont Crescent
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.050 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): 0 %
Comments: Refer: Basinwide / Streamline WLA File
Subdivision Completed By Permits & Engineering
At Front Of Subbasin
STREAM INDEX: 16-001
RECEIVING STREAM: Haw River
Class: C-NSW
Sub -Basin: 03-06-02
Reference USGS Quad: C21 SE, Mebane
County: Alamance
(please attach)
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 4/30/91 Treatment Plant Class: II
Classification changes within three miles:
>20 mi. Haw changes to WS-III & B near Bynum
Requested by
Prepared by:
Reviewed by
­Bo9�
l OG I cL- Ec
Date: 8/10/90
Date: /0 90
Date: 9 V yv
a�a3�gS .
Modeler
Date Rec.
#
S
8 !3 0
.SF/ Z
)✓-3 2
Drainage Area (mi Avg. Streamflow (cfs)::S_WC
7Q10 (cfs) 3_3 Winter 7Q10 (cfs) �,, 3 30Q2 (cfs) /®C-)
Toxicity Limits: IWC
Instream Monitoring:
Parameters
Upstream
% Acute/Chronic
Location
Downstream Location
Effluent
Characteristics
BOD5 (m )
3�
NH3-N (mg/1)�k
D.O. (mg/1)
TSS (mg/1)
�3 U
F. Col. (/100 ml)
W
pH (SU)
r/a�
Comments: X eev n,,v
LLn tl 't7

l Xy C0 04i \\ �.S J I f eciMCt^` CIe5ca,Y\-*t-
t'AJ �/a a-190
63-D�- oz
s _
eek I � [30 S Vi a r
^/ tWf�- 11fi 4
Via10.F; ,c, TP 1; ;-� ��a ha,ae. vvLoClti tir ravKr� :•• Iq 8cf/��
fk llowfzh l� f�v,w a � �c� r�t�o we- (e- 7, C-
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RECEIVED
-N.C. Dept. NRCO
AU6 2 9 1990
Winston-Salem Request Request No.: 5812
------------------- WASTELOAD'7�ELOCAAPPROVAL FORM -------------------
Facility Name:
Rayco Utilities/Piedmont Crescent
NPDES No.:
NCO022446
Type of Waste:
Domestic
Status:
Existing/Renewal
Receiving Stream:
Haw River
Classification:
C-NSW
Subbasin:
30602
Drainage
area:
600
sq mi
County:
Alamance
Summer
7Q10:
33
cfs
Regional Office:
Winston-Salem
Winter
7Q10:
83
cfs
Requestor:
Jule Shanklin
Average
flow:
540
cfs
Date of Request:
8/10/90
30Q2:
100
cfs
Quad:
C21SE
-------------------- RECOMMENDED EFFLUENT
LIMITS --------------------------
EXISTING
PROPOSED
Wasteflow (mgd): 0.050
BOD5 (mg/1) : 30
NH3-N (mg/1): monitor
TSS (mg/1) : 30
Total Phosphorous (mg/1) : 2
Total Nitrogen (mg/1): monitor
pH (su) : 6-9
Toxicity Testing Req.: none
---------------------------- MONITORING
Upstream (YIN): N Location:
Downstream (YIN): N Location:
0.050
30
monitor
30
2
monitor
6-9
L
Sip
-------------------------------
`°�RM1T.S,e
----------------------------- COMMENTS -----------------------------------
Facility's operation has greatly improved in last 2 years. One violation
of BOD5. Renew with existinglimits . .+ 4 n iM�?�a ✓Q� b-e &a -"Se
d ver t% vJS �"�[ACy�, Itof e Al
i2 f � IS � l ��, I �2�(GCtS�
�� � ��1on �-f A�� r �o� -�, P�►'�"�vu'Q Qii1c� i� �, ��/�
1001KL r"Of"durz t� dQ� --ono r�fai f,�d'
------- ----- - --- -=------------------
Recommended by: �Q L= Date: V I_ q O
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
RETURN TO TECHNICA
tom_
..O.
Date: $/P;k
Date: O
Date: YJ

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Leonard E. Stogner.l
Rayco Utilities, Inc.
4220 Highway 29
Harrisburg, NC 28075
February 18, 1991
1991
George T. Everett, Ph.D.
Director
�StJB,CT: NPDES Permit
Number NCO022446
r. ,.
Alamance County
Dear Mr Stogne
ll
This is to answer questions put to me in our last telephone conversation regarding your Draft
Permit:
(1) It is correct that our policy is to, generally, delete a fecal limitation for streams
in which a dilution threshold of 331:1 (7Q10:Flow Limitation) is achieved.
However the current standard fecal coliform limitation of 200/100 was included
at the request of the Regional Office. It is being removed from the final issue as a
result of a subsequent request this date.
(2) Over a year ago, the averaging period on the Effluent Limitations and Monitoring
page was changed from "Weekly Average" to "Daily Maximum" to be in
conformance with the applicable EPA regulation 40 CFR 122.45(d)(1) of which,
an excerpt is enclosed. It is my understanding that 15 NCAC 2B .0406 will be
changed similarly in the near future for consistency.
Thank you for your patience over the slowness of this reply
PS33-5083 if you have any other questions about your NPDES
hanklin, thvironmental Engineer
cc Winston-Salem Regional Office
Technical Support Branch
NCO022446 File
NCO063720 File
Enclosure
Pollution Prevention Pays
You can reach me at
Permit(s). Sincerely,
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

§ 122.45
ate at a level higher than the lowest
Production level identified in the
permit. The notice shall specify the
anticipated level and the period during
which the permittee expects to oper-
ate at the alternate level. If the notice
covers more than one month, the
notice shall specify the reasons for the
anticipated production level increase.
New notice of discharge at alternate
levels is required to cover a period or
production level not covered by prior
notice or, if during two consecutive
months otherwise covered by a notice,
the production level at the permitted
facility does not in fact meet the
higher level designated in the notice.
(2) The permittee shall comply with
the limitations, standards, or prohibi-
tions that correspond to the lowest
level of production specified in the
permit, unless the permittee has noti-
fied the Director under paragraph
(b)(2)(ii)(13)(1) of this section, in
which case the permittee shall comply
with the lower of the actual level of
Production during each month or the
level specified in the notice.
(3) The permittee shall submit with
the DMR the level of production that
actually occurred during each month
and the limitations, standards, or pro-
hibitions applicable to that level of
production.
(c) Metals. All permit effluent limita-
tions, standards, or prohibitions for a
metal shall be expressed in terms of
"total recoverable metal" as defined in
40 CFR, Part 136 unless:
(1) An applicable effluent standard
or limitation has been promulgated
under the CWA and specifies I.he Ilrnl-
tatlo,0 for the metal in the dissolved or
Val 1, or total form; or
(271n establishing permit limitations
on a case -by -case basis under § 125.3, it
is necessary to express the limitation
on the metal in the dissolved or valent
or total form to carry out the provi-
sions of the CWA; or
(3) All approved analytical methods
for the metal inherently measure only
its dissolved form (e.g., hexavalent
chromium).
(d) Continuous discharges. For con-
tinuous discharges all permit effluent
limitations, standards, and prohibi-
tions, including those necessary to
40 CFR Ch. 1 (7-1-87 Edition)
achieve water quality standards, shall
unless impracticable be stated as:
(1) Maximum daily and average
monthly discharge limitations for all
dischargers other than publicly owned
treatment works; and
(2) Average weekly and average
monthly discharge limitations for
POTWs.
(e) Non -continuous discharges. Dis-
charges which are not continuous, as
defined in § 122.2, shall be particularly
described and limited, considering the
following factors, as appropriate:
(1) Frequency (for example, a batch
discharge shall not occur more than
once every 3 weeks);
(2) Total mass ffor example, not to
exceed 100 kilograms of zinc and 200
kilograms of chromium per batch dis-
charge);
(3) Maximum rate of discharge of
pollutants during the discharge (for
example, not to exceed 2 kilograms of
zinc per minute); and
(4) Prohibition or limitation of speci-
fied pollutants by mass, concentration,
or other appropriate measure (for ex-
ample, shall not contain at any time
more than 0.1 mg/1 zinc or more than
250 grams (1/4 kilogram) of zinc in any
discharge).
(f) Mass limitations. (1) All pollut-
ants limited in permits shall have limi-
tations, standards or prohibitions ex-
pressed in terms of mass except:
(i) For pH, temperature, radiation,
or other pollutants which cannot ap-
propriately be expressed by mass;
(it) When applicable standards and
limitations are expressed in terms of
other units of measurement; or
(111) If in establishing permit. Ilmita-
tions on a case -by -case basis under
§ 125.3, limitations expressed in terms
of mass are infeasible because the
mass of the pollutant discharged
cannot be related to a measure of op-
eration (for example, discharges of
TSS from certain mining operations),
and permit conditions ensure that di-
lution will not be used as a substitute
for treatment.
(2) Pollutants limited in terms of
mass additionally may be limited in
terms of other units of measurement,
and the permit shall require the per-
mittee to comply with both limita-
tions.
Environmental Protection Agency
(g) Pollutants in intake water. (1)
Upon request of the discharger, tech-
nology -based effluent limitations or
standards shall be adjusted to reflect
credit for pollutants in the discharg-
er's intake water if:
(i) The applicable effluent limita-
tions and standards contained in 40
CPR Subchapter N specifically pro-
vide that they shall be applied on a
net basis; or
(it) The discharger demonstrates
that the control system it proposes or
uses to meet applicable technology -
based limitations and standards would,
if properly installed and operated,
meet the limitations and standards in
the absence of pollutants in the intake
waters.
(2) Credit for generic pollutants
such as biochemical oxygen demand
(BOD) or total suspended solids (TSS)
should not be granted unless the per-
mittee demonstrates that the constitu-
ents of the generic measure in the ef-
fluent are substantially similar to the
constituents of the generic measure in
the intake water or unless appropriate
additional limits are placed on process
water pollutants either at the outfall
or elsewhere.
(3) Credit shall be granted only to
the extent necessary to meet the ap-
plicable limitation or standard, up to a
maximum value equal to the influent
value. Additional monitoring may be
necessary to determine eligibility for
credits and compliance with permit
limits.
(4) Credit shall be granted only if
the discharger demonstrates that the
intake water is drawn from the same
body of water into which the dis-
charge is made. The Director may
waive this requirement if he finds that
no environmental degradation will
result.
(5) This section does not apply to
the discharge of raw water clarifier
sludge generated from the treatment
of intake water.
(h) Internal waste streams. (1) When
permit effluent limitations or stand-
ards imposed at the point of 'discharge
are impractical or infeasible, effluent
limitations or standards for discharges
of pollutants may be imposed on inter-
nal waste streams before mixing with
other waste streams or cooling water
§ 122.4;
streams. In those instances, the moni-
toring required by § 122.440) shall also
be applied to the internal waste
streams.
(2) Limits on internal waste streams
will be imposed only when the fact
sheet under § 124.56 sets forth the ex-
ceptional circumstances which make
such limitations necessary, such as
when the final discharge point is inac-
cessible (for example, under 10 meters
of water), the wastes at the point of
discharge are so diluted as to make
monitoring impracticable, or the inter-
ferences among pollutants at the point
of discharge would make detection or
analysis impracticable.
(i) Disposal of pollutants into wells,
into POTWs or by land application.
Permit limitations and standards shall
be calculated as provided in § 122.50.
(Information collection requirements in
paragraph (b) were approved by the Office
of Management and Budget under control
number 2040-0077)
[48 FR 14153, Apr. 1, 1983, as amended at 49
FR 38049, Sept. 26, 1984; 50 FR 4514, Jan.
31, 19851
§ 122.46 Duration of permits (applicable
to State programs, see § 123.25).
(a) NPDES permits shall be effective
for a fixed term not to exceed 5 years.
(b) Except as provided in § 122.6, the
term of a permit shall not be extended
by modification beyond the maximum
duration specified in this section.
(c) The Director may issue any
permit for a duration that is less than
the full allowable term under this sec-
tion.
(d) A permit may be issued to expire
on or after the statutory deadline set
forth in section 301(b)(2) (A), (C), and
(E) (July 1, 1984), if the permit in-
cludes effluent limitations to meet the
requirements of section 301(b)(2) (A),
(C), (D), (E) and (F), whether or not
applicable effluent limitations guide-
lines have been promulgated or ap-
proved.
(e) A determination that a particular
discharger falls within a given indus-
trial category for purposes of setting a
permit expiration date under para-
graph (d) of this section is not conclu-
sive as to the discharger's inclusion in
that industrial category for any other
96
41d

DIVISION OF ENVIRONMENTAL MANAGEMENT
December 7 1990
MEMORANDUM
TO: Dale Overcash
Permits and Engineering Unit
FROM: Betsy Johnson aJ
Technical Support Branch
THROUGH: Mike Scoville 14DS
Ruth Swanek Zcs
SUBJECT: Rayco Utilities/Quarry Hill Country Club
NPDES No. NCO022446
Alamance County
The following comments are in response to Rayco Utilities comments regarding the draft
permit for Quarry Hill Country Club.
1.) Fecal Colifotm limitation:
The fecal coliform limit was assigned at the request of the Winston-Salem regional
office. Though our standard operating procedure (SOP) requires a fecal coliform limit
only if the dilution ratio is less than 333:1 and in this case, the dilution ratio is 427:1, a
fecal limit is recommended based on poor operating performance by the facility. In
addition, chlorination is already part of the treatment process but levels are not reported.
To ensure protection of the Haw River, a fecal coliform limit and chlorine monitoring are
recommended.
2.) Daily Max. limitations:
The permit should be renewed at existing limits for BOD5 and NH3-N with
monthly and weekly average limits. All listed daily maximum limits should be changed.
3.) Total Phosphorus:
The total phosphorus limit of 2 mg/1 is an existing limit. This limit is based on the
NSW designation of the Haw River per our SOP for the Jordan Lake Watershed.
If you have any questions regarding these recommendations, please call.
cc: Central Files
Winston-Salem Regional Office

NC License RC1378
RAYCO UTILITIES, INC.
4220 Highway 29
Harrisburg, NC 28075
[phone]
\,'ovember 9, 1990
I t (i(90.
99
SC License 5341
r?r. Dale Overcash
N.C.D.E.`I.
P.O. Box 27687
Raleigh, NC 27687-7687
z LYY6
Subject: Draft Permit No. NC.002,21+9t-
Quarry Hill Country Club (k o euhl,fies - Pe wr,4-)
Alamance County
Dear Mr. Overcash :
We have received the subjectdraft permit and Mould like to
offer the _following comments and requests for modifications:
1. Fecal Coliform limitation:
The discharge is into the Haw River which has a 7010
floe, of 33 cfs. We understand that EPA does not require
a fecal coliform limit for discharges where there is such
high dilution ratio as to preclude the likelihood of a
water quality violation whereas this is obviously the case
here. We request that the fecal coliform limit be deleted.
2. Daily Max. limitations
Pursuant to NCAC 15,2B.0406, the prescribed limitations
for domestic type wastes should be weekly averaged as
opposed to daily maximum. We request that all listed
"Daily Max." limitations be changed to "weekly average.'
?. Total Phosphorous:
a) Pursuant to NCAC 15,2B.0508, the prescribed
monitoring frequency should be quarterl.)-. We request
that the monitoring frequency be changed from "weekly"
Lo "quart.erly" consistent with -the regulation.
b) We do not, understand the reason for the phosphorous
limitation (2mg/l). NCAC 2B.0214 states only that for
nutrient sensitive Seaters, these sill be no increase
in above background levels.

I,h-. Dale nvei.-cash November 9, 1990
We are not aare of any other areas in the re-gulations
I refei:e, t-:e
j,:hich prescril--le a phosphorous I imi t
request th'at the phc,sphorolus li'llit bt-
I trust Lhat thiS inforniatioin is Sufficient- f,;,r ".ou to
pi-Jees5 request., but- if a l need additi--)na-1 info,.: -nation,
pl(---ase us. 1%'.- ;-(:)Ltr assistant�- in .-,Dahincs
-hese
c2e ,r e
Leonard E. Stogner, Jr.
Vice President

Engineer I Date Rec. I # 71,
J NPDES WASTE LOAD ALLOCATION z-7aq
Facility Name: Cr2 ScR�, T tt4 /I'�'2S �n� Date �/-yr -9-6
Existing 0 /
Permit No .: Nc ID �- Z-y S/ 6 Pipe No .: O O County : !a i►+a
Proposed O
Design Capacity (MGD): 0.0 5 Industrial (% of Flow):
n�
DDmestic (% of Flow) : 100
Receiving Stream: A � Rive-r` Class: L. - IV5) Sub -Basin: 0 3 '0 6 - 0 -2-
Reference USGS Quad: C_ 21 SE (Please attach) Requestor: &Sa (Pea Regional Office (cJi^S7�nJaY2�
Mel "%� -
(Guldeline limitations, if applicable, are to be listed on the back of this form.)
0
0
Design Temp. �� Drainage Area (mi ) p )C Avg. Streamf low (cfs) : 6 Q
..
7Q10 (cfs) -/_/ 0 • Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : 6�C) Slope (fpm) (p, U
Velocity (fps): ,� 5 L� Kl (base e, per day): 0- J % K2 (base e, oer day): 7
L-8y
IEffluent t Monthly I
Characteristics I Average I Comments
,U
Orianai cation O Comments:
Revised-AlloIation 0
Effluent I 'Dnthly
Characteristics Lveraae Comments
Co irmation O
f -�
Prepared BY: G(J7 /� G", Reviewed By: Date:

f
For Appropriate Dischargers, list Complete Guideline limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Cbmments
IType of Product Produced I Lbs/Day Produced I Effluent Cuideline Reference I
1

Aequest No
2T29
....... ....... ........ WASTELOAD ALLOCATION APPAOVAL FOAM .... .... .... .... .... .... --
RECEIVED
Facility Name
CAESCENT UTILITI�S,
INC.ept.
W3CD]
Type of Waste
Status
EXISTING
Aeceiving
HAW AIVEA
Stream Class
(:,---NSW
Subbasin
C'PF02
\N�jjnston-Saleni Reg- Off iCe
CountU
Al AM
Drainage
Area (sq
m
Aegional Office
WSAO
7Q10
(cfs)
- � A0
Aequestor
LISA CPEECH
Winter
7A10 (cfs}
�
Date of Aequest
01/16/88
S0g2
(cfs)
�
Quacl
C21SE
Average
Flow
600
....... ......
.......................... ............ ....... .... -------
Wastef1ow (mg(j) 0.05
5-Day BOD (mg/l) 30
Ammon:La Nitrogen (mg/1) �
DKssolved Oxygen (mg/l) �
TSS (mg/1) 30
Fecal CoO.iform 011:/100ml>�
pH (SU) �
.... .... --------'-----------------------
.... ....................... ... ........ .................... .......... .......... .............................................. COMMENTS .... .... -.... .... .... .... -------.... -.... -.... .... .... --.... .... -.... ...
-------
.............. .............................................. ................... ...... ........................ ............... .................. ... ............ .................... ............... ............................... .......... ...... ...
-------------
�
pecommended by 1�~�ZIL�^ oa_L
�e_��4�_��7
A(. -.-!viewed by�
Tech� Support Supervisor____ _����__---- Date
Aegional Supervisor_ _ Date_

03�Co bd,
�r6 �vOt Gov a C�ca�o�, aur�
v5 '20 @ a
DA=ceoo ✓mv lUU-)
C�4=600
�10ssNdC�S � ,
(-/+=boo
&,4 go o
C'$GO = 2
0 *26
l���IU = . D c f3
C 8o0 = '
✓ ,JO : (5
,oe� CJ Zutt "ei
.0 5 -n?�d
C-C,"-IZ
a
0-=1 -
aw-=- .05
pm-:;- 1c{3
go ?lv�'
C F3oo" //b
00 ' 0
v5 X / sS' , o �7S f pia
�O.0 7�07
�,;
2-0
E�U) Z1i0 - EIw 4"-)D
ap4f

~ . ^
---------- MODEL RESULTS -------------
DISCHARGER crescent utilities, inc.
RECEIVING STREAM haw river
----------------------------------------------------------------------
THE END D.O. IS 7.57 MC/L
----------------------------------------------------------------------
THE END CBOD IS 1.97 MG/L'
----------------------------------------------------------------------
THE END NBOD IS 0.00 MG/L
----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 1 IS 7.4O MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS I48 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O M[;/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS O MG/L
THE WASTEFLOW ENTERING SEC 1 REACH 1 IS .005 MCI)
THE WLA FOR SEGMENT I REACH 2 IS IAB MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MC/L
THE WASTEFLOW ENTERING SEC 1 REACH 2 IS .05 MCI)

* * * MC.)I')E:I... !:i(JMM0 1:*:Y 1:)f1'T'(1 :l **.
I.2c:�c:'r?:I. V :1. I'1(:J !7'L I'•t.;?iiLlll
T, I.l 't, :I.:I.:1. -i :I. k:)!ii J. I'1 :::. !:i 1.11:) I:) i:).!ii J. ri •P O i:!
1') iil.t d I" :1. V 1" !:1 'l, I" C• : i:),Ili C,1.
ILENGTHISLOPE ; VELOCITY :DEPTH 1 K1 ! K1 1 K2 1 K2 ! KN 1 KN ! KNR ! KNR 1
1 mile Ift/mi ; fps 1 ft ! /day 1 @200 1 /day 1 @200 1 Iday ; @200 1 /day 1 @200 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 1.001 6.00! 0.354 1 2.75 1 0.49 ! 0.37 1 2.13 1 1.871 0.00 1 0.00 10.00 1 0.00 1
Reach 1 I 1 1 1 1 ! 1 1 ; ! ! ; 1
-----------------------------------------------------------------------------------------------------
Segment 1 ! 1.00: 6.00: 0.354 1 2.75 ! 0.49 1 0.37 1 2.13 1 1.87: 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 ! ! 1 ! I . 1 !
-----------------------------------------------------------------------------------------------------
*** :1:1',II::,LJ'T' 1')A*T'A 15(Jh'iM01:--:Y ***
! Flow 1 CBOD 1 NBOD 1 D.O. 1
1 cfs ! mg/l 1 mg/l ! mg/l 1
---------------------------------------------------------
Segment 1 Reach 1 1'
Waste 1 0.008 1148.000 1 0.000 1 0.000 ;
Headwaters! 40.000 1 2.000 1 0.000 1 7.400 1
Tributary 1 0.000 ! 0.000 1 0.000 1 0.000 !
* Runoff 1 0.070 1 2.000 1 0.000 ! 7.400 !
-----------•----------------------------------------------
Segment 1 Reach 2 1 i i i'
Waste 1 0.078 1148.000 ! 0.000 ! 0.000 !
Tributary 1 0.000 1 0.000 ! 0.000 ! 0.000 !
* Runoff 1 0.070 1 2.000 1 0.000 1 7.400 1
---------------------------------------------------------
* Runoff flow is in efs/mile