WQ0034010_Final Permit_20091112

NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
November 12, 2009
E. GRAY WALLS, PE — PUBLIC WORKS DIRECTOR
TOWN OF TROY
315 NORTH MAIN STREET
TROY, NORTH CAROLINA 27371
Dear Mr, Walls:
Dee Freeman
Secretary
Subject: Permit No. WQ0034010
Densons Creek Golf Coarse
Conjunctive Reclaimed Water System
Montgomery County
In accordance with your permit minor modification request received November 9, 2009, we are
forwarding herewith Permit No. WQ0034010, dated November 12, 2009, to the Town of Troy for the
construction and operation of the subject wastewater treatment and conjunctive reclaimed water facilities.
The following modifications to the subject permit are as follows: Approval of the necessary
easements to construct the reuse distribution line from the Town of Troy WWTP to the Densons Creek
Golf Course, thus allowing construction and operation of the wastewater treatment and conjunctive
reclaimed water facilities.
This permit shall be effective from the date of issuance until May 31, 2014, shall void Permit No.
WQ0034010 issued June 2, 2009, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B for
they :may differ frorta the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
Please note this permit has conditions specific to this facility, which require your attention.
v Condition L 1. — This condition requires the Permittee to record the Department of
Transportation easements with the Montgomery County Register of Deeds within 90 days of
permit issuance.
Condition I.2. -- This condition requires the Permittee to make the necessary dimensional
changes to the pond located near the Hole 11 green prior to operation of the reclaimed water
utilization system. Documentation of these changes shall be submitted to the Fayetteville
Regional Office.
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Mr. E. Gray Walls, PE
November 12, 2009
Page 2 of
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. 'Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at
[phone] or [e-mail].
Sincerely,
ole`en H. Sullins
cc: Montgomery County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Permit File WQ0034010
Notebook File WQ0034010

z
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
CONJUNCTIVE RECLAIMED WATER SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Troy
Montgomery County
FOR THE
construction and operation of a 250,000 gallon per day (GPD) wastewater treatment and conjunctive
reclaimed water facility consisting of: two (2) 312 gallon per minute (GPM) reclaimed water transmission
pumps housed in the existing Town of Troy WWTP chlorine contact basin; a turbidimeter; a flow meter,
an approximately 1,000,000 gallon synthetically lined reclaimed water storage pond with two (2) 350
GPM. irrigation pumps; and a golf course utilization area consisting of approximately 92.0 acres; and all
associated piping, valves, controls and appurtenances; and the
construction and operation of a reclaimed water distribution line consisting of: approximately 10,390
linear feet of 8-inch force main; and all associated piping, valves, controls and appurtenances;
to serve Denson Creek Golf Course, with no discharge of wastes to surface waters, pursuant to the
application received November 9, 2009, and in conformity with the project plans, specifications, and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2014, shall void Permit No.
WQ0034010 issued June 2, 2009, and shall be subject to the following specified conditions and
limitations:
WQ0034010 Version 1.1 Sbeli Version 090806 Page 1 of 10

1. SCHEDULES
1. Within 90 days of permit issuance, the Permittee shall record the obtained easements from the North
Carolina Department of Transportation in the Montgomery County Register of Deeds.
The Permittee shall submit copies of the recorded easements to the Division of Water Quality,
Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. Prior to operation of the reclaimed water utilization system, the Permittee shall demonstrate
compliance with the following two items regarding the green area for Hole 11:
a. The changes to the dimensions of the pond adjacent to the green at Hole 11 shall be completed,
and all filled -in areas shall be fully vegetated.
b. A letter certifying this site work has been completed and that all required setbacks shown in
Condition 1I.10.a. have been met shall be sent to the Fayetteville Regional Office. at the following
address: Division of Water Quality, Aquifer Protection Section, Systel Building, 225 Green St.,
Suite 714, Fayetteville, NC 28301-5094.
In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that the permitted facility has been installed in accordance with this
permit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable. if this project is to be coin leted in_phases and
partially certified the Permittee shall retain the res onsibilit to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire project has
been coin leted. Mail the Certification to the Division of Water Quality, Aquifer Protection Section,,
1636 Mail Service Center, Raleigh, NC 27699-1636.
4. The Fayetteville Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. Notification to the Aquifer Protection Section's regional
supervisor shall be made from 8:00 a.m, until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
5. A gauge to monitor waste levels in the Densons Creek Golf Course reclaimed water storage pond
shall be installed prior to operation..
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein., and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
11. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the utilization areas to adequately assimilate
the reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement wastewater treatment or utilization
facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
WQ0034010 Version 1.1 Shell Version 090806 Page 2 of 10

r '
3. Effluent limitations shall not exceed those specified in Attachment A.
4. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
If the utilization system is automatically irrigated, then the system shall be connected to a rain or
moisture sensor, which shall indicate when reclaimed water application is not appropriate in
accordance with Conditions III.4. and M.5. of this permit.
6. The conjunctive use of reclaimed water permitted herein in no way negates, precludes, or invalidates
the most recent reissuance of the Permittee's NPDES permit (NC0028916), and. the Permittee shall
continue to comply with all conditions provided for therein.
7. The following shall be requirements for the reclaimed water distribution, storage and utilization
facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed water,
b. All reclaimed water piping, valves, outlets and other appurtenances shall be color -coded, taped or
otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing
reclaimed water shall be taped or otherwise identified as noted above. This identification
need not extend the entire length of the distribution system, but shall be incorporated within
10 feet of crossing any potable water supply line or sanitary sewer line.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled non -potable.
As an alternative to the use of locked below -grade vaults with standard hose bibs services, hose
bibs, which can only be operated by a special tool or connected to a special hose connection, may
be placed in non -lockable underground services boxes clearly labeled non -potable.
8. The Permittee shall maintain an active cross -connection control program that shall have the following
minim -am requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. Where both reclaimed water and potable water are supplied to a reclaimed water utilization site, a
reduced pressure principle backflow preventer, an approved air gap separation or other Division
of Environmental Health approved device shall be installed at the potable water service
connection to the use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. Where potable water is used to supplement a reclaimed water utilization system, the Permittee or
potable water supplier shall approve and regularly inspectthe air gap separation.
WQ0034010 Version 1.1 Shell Version 090806 Page 3 of 10

9. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
10. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 1 SC, but in no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
11. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
12. The compliance and review boundaries are established at the utilization area boundaries. Any
exceedance of standards at the compliance or review boundary shall require action in accordance with
15A NCAC 02L .0106.
13. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
14. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
15. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Montgomery County Register of Deeds an easement running with the land containing the following
items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
16. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites permitted after September 1, 2006 shall be as follows
(all distances in feet):
i. Surface waters not classified SA:
ii. Surface waters classified SA:
iii. Any well with exception to monitoring wells
25
100
100
b. The setbacks for storage and treatment units permitted after September 1, 2006 shall be as follows
(all distances in feet):
Any habitable residence or place of public assembly under separate ownership
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells-
v. Any property line:
100
100
50
100
50
WQ0034010 Version 1.1 Shell Version 090806 Page 4 of 10

III. OPERATION AND MAINTENANCE RE U ZEMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0913, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Pen-nittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of reclaimed water and allows inspection of the utilization
system.
4. Adequate measures shall be taken to prevent reclaimed water ponding in or runoff from the utilization
sites listed in Attachment B.
5. Utilization shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. Only reclaimed water from the Town of Troy WWTP shall be utilized on the sites listed in
Attachment B .
7. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. Public
access to the wastewater treatment facilities shall be prohibited.
Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited, unless diverted to an alternate treatment or collection system.
9. Freeboard in the Densons Creek Golf Course reclaimed water storage pond shall not be less than two
feet at any time.
10. A gauge to monitor waste levels in the Densons Creek Golf Course reclaimed water storage pond
shall be provided. This gauge shall have readily visible permanent markings indicating the following
elevations: maximum liquid level at the top of the temporary liquid storage volume; minimum liquid
level at the bottom of the temporary liquid storage volume; and the lowest point on top of the dam.
11. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
12. An education program shall be developed and implemented to inform reclaimed water users of the
proper use of reclaimed water. Educational material shall be provided to all facilities provided with
reclaimed water, and these materials shall be maintained consistent with the reclaimed water uses.
All educational materials shall be made available to the Division upon request.
WQ0034010 Version 1.1 Shell Version 090806 Page 5 of 10

IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow distributed to the conjunctive reclaimed water system shall be continuously monitored, and
daily flow values shall be reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. The Permittee shall maintain adequate records tracking the amount of reclaimed water distributed or
utilized. At a minimum, these records shall include the following information for each utilization site
listed in Attachment B:
a. Date of distribution or utilization;
b. Volume of reclaimed water distributed or utilized (i.e., monthly total); and
c. Weather conditions (for irrigation sites owned or operated by the Permittee only).
6. Freeboard (i.e_, waste level to the lowest embankment elevation) in the Densons Creek Golf Course
reclaimed water storage pond shall be recorded weekly. Weekly freeboard records shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request.
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IV.4.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5 and
IV.6.) on Form NDAR-3 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are
still required documenting the absence of the activity. All information shall be submitted to the
following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. A reclaimed water user inspection log shall be maintained at this facility. This log shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this log shall include:
a. Visual observations of the reclaimed water user facilities; and
b. Record of preventative maintenance (e.g., pump and valve maintenance, cross connection control,
etc.).
WQ0034010 Version 1.1 Shell Version 090806 Page 6 of.10

9. An irrigation site maintenance log shall be maintained at this facility including but not limited to the
following items:
a. Visual observations of the irrigation sites.
b. Record of preventative maintenance (changing of sprinklers, cleanings, etc.).
c. Date of calibration of flow measurement device.
10. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, as _soon as possible, but in no case more than 24 hours, or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the utilization sites.
Any emergency requiring immediate reporting (a.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
V. INSPECTIONS
The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and utilization facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and utilization facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and utilization facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
WQ0034010 Version 1.1 Shell Version 090806 Page 7 of 10

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T A 110.
Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the. Division to revolve this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this'the 12t' day of November 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f
c- a6lee '. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034010
WQ0034010 Version 1.1 Shell Version 090806 Page 8 of 10

Permit No. W Q0034010 Conjunctive Reclaimed Water System
Town of Troy November 12, 2009
Densons Creels Golf Course Montgomery County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, 1,_
as a duly registered Professional Engineer in the State of North Carolina. having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
constriction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation,
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
Mailing Address
City
State Zip
Telephone _ E-mail NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service: By Courien'S ecial Delive :
1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
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WQ0034010 Version 1.1 Shell Version 090806 Page 10 of 10

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— Town of Troy WWTP
Permit Number: WQ0034010 Version- 1.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily maximum
Mcasurement
Frequency
Sample
Type
1101), 5-Day (20 Deg. C) - 00310
10
mg/l
15
311gll
3 x Week
Composite
Chloride (as CI) - 00940
2 x Month
Composite
Clilorine. Total Residual - 50060
3 x Week
Grab
Coliform. Fecal ME M-FC' Broth, 44.5C -- 31616
14
#/100 mI
25
#/100 ml
3 x Week
Grab
Floe, in Conduit or thru Treatment Plant- 50050
Continuous
Recording
Nitrogen, Ammonia Total (as N) - 00610
4
mg/1
6
mg/l
3 x Week
Composite
Nitrogen.'Total(as N).--00600
Monthly
Composite
pI1- 00400
6
SAL
9
s.n.
3 x Week
(irah
Phosphorus, Total (as P) - 00665
Monthly
Composite
Solids,'I'otal Suspended-00530
Ttu•bidity, 110,11'urbidimeter - 00076
5
mg/1
10
10
mgll
ntu
3 x Week
Continuous
Composite
Recording
Monthly average for Fecal Coliform shall be a geometric mean_
WQ0034010 Version I. l Attachment A Page I of 2

THIS PAGE BLANK
WQ00340 Zersion 1.1 Attachment A e 2 oft

ATTACHMENT B -APPROVED LAND APPLICATION SITES AND LIMITATIONS
Town of Troy — Densons Creek Golf Course
Permit Number: WQ0034010 Version: 1.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Dominant
Parameter
Ilourly
Yearly
knits
Acreage
Soil Series
Rate
Max
I
Town of Troy
Montgomery
35° 23' 20"
-79° 52' 49"
92.0
Georgeville
01284 — Application Surface Irrigation
0.3
NIA
inches
WQ0034010 Version 1.1 Attachment B Page I of 1

WQ0034010 — Densons Creek Golf Course
1235 NC Hwy 134 North
Troy, NC 27371
Latitude: 35' 23' 20" Longitude: -79' 52' 49"

WQ0034010 — Densons Creek Golf Course
1235 NC Hwy 134 North
Troy, NC 27371
Latitude: 35' 23' 2035 Lonbitude: -79' 525
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SUPPLIED BYTHE CUENT OF RECORD WITH PE51GN CRTTERIRBEPIC BEY
BY TTfE CUENTkN1YGR PROJECT OWNER fIA-ARFATO BE Wi163.T80.-
MANUFACTURElCS EGUIp1ARITTO BE dALDYFD, WATER "CUMO'
BURASILfTC ELECTRICAL POWER AVNLAMUTY FOR ERRIGATION SYSTEM,
BEARS REBVON31&UTY
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=EfCYS.OR8%rH TURFAND IRRIGATION NO OR
LIALTA.flNY ERRORS IN DIRWON OR APPUCATKI4 WHICH MIGHT
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ARISE DU: To SIAGdKU31E5 IN THE ABOVE REFERENCED WFOR ATION
TO R> NATION TO THLSTHEREC
PROJECT SCOPE:
• MONTOOMERY COUNTW CLUB cuFutD V HAS EKISTNG PjWATMN ON THEW GREENS AN TOES ONLY
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SUPPLIED WITH TURF AND IRRQATI09 IN
SPECIFIC. PROJECT UNLESS oTH�JTVILSE NOTED.
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OF�LIGN 18 TO BUVPLY BlRR4ATIOH TO TT+E FwIMVAYB BY USE OF AIJEV;'--
' TTTEPURPOSE DFTHIeiND
NET1ON
PUNP97ATk711Atd]RI'W611ETWORK THE NEW FAIRWAY FOUaATIOM SYSTEM WLL.LTIEaN TO ERBTING
BYBTELS WHERE WD"TED ON PLAN
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EKWNOTORD7DDSL78ES5PRINID-ERHEADTOBEREPLACED
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WITH TORO B55 6EREE$ FUL1 OR PART ORCl.E. TT RADIUS, A 6 GPM
- E E%IST THE 8PP902EN HEAO8 WkBE REPLACED WTN TORO D734 88"m V LWLET.
T
• HEW CONTROL MARES SHALL BE iHSTNlED iOR A118PRV4ID-ER HFAD6.
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TOROUTBERLErSPRINKEHHEAD.MOPELNUMBERPT54-08.6BS.
NEW E-CS"r-SATEUMCONTROLLERS SHALL BE INWALLED AT EXIS'nRG SATELLITE LOCATORS
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V7'RADIU5,607GPM®9SPBt 8015FACLNG. FULLCIWAE_
THFEYJSTIWG5ATEWTE0BNALLBE REMOVED.
TDRC vT BER9E8 SpgINKLE7L HEAP. MODEL NUMBER LTTSSaS468,
- NEW GROUNDING MATEWALS V U_ OF INSTALLED FOR EACH SATELLITE
E UTILIZED
' D E EXISTING
LNG PIPE.R WIRE TE8 ARE
' THE E%IMIQ PIPE ROUTES ARE APpRD7(AAATE. ALL E7PSTING MPE SIZES BFlA1L BE FIELD VERIFIED
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B6' RADIUS. fiD.P RPuO BOP51. BD 6RAUNC. AD.IUSTABLE PART iJRCLE
lYT7�Ntl11QADON CONTRACTDNi
' ANY ADVITIONAL FTTTNGS REOURED FOR TA4M SHALL BE THE RESPDNJMILM OF TH6 CONTRACTOR.
PRm PVC PURPLE GASKETPIPE BILEPAS INDICATED-ALLLINESIZ-
• ALLSERVICE DIRECTIONAL PITT40ALLBEHARCOWC
' ITT {' AND �ARKRSMALLS SHALL BE DUCTILE IRON (ORSL(FTI.
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TIE AL
LE" BETMMEN TIONS. WA
HAROE INNC
PTTII[ 37 IQB HARC
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VlRH THE MANUFACTURER'S RECOMMENDATIONS. ALL UNE 81ZE
MANUFArrnNGSCTURE"
PIPE BEBOPVC FrPI F_
• Ali 11EW PIPE SHALL BE BDR21 PVC GABI(ETPIPE PURPLE IN COLOR
COLOR.
DIRECT)WAAL FnTWIG6 LARGEA THAN 5' SHALL BE DU_-nLE IRON uASKET
' IRDLATKTN VALVES ON EXISTING OR899 FEET] LIME TO BE WBTALLM.
- FrMkp3S. ALI, SERVICE TEES SHALL BE PVC
CONTRACTOR TO VERIFY EDS-TINO FOOD LEES BEFORE ORDERWG VALVES
{.( LINE SIZE REVUENT WEDGE CAST IRON SDLATAON VALVE'PLSF4LN'
_ —_---
OS/tt/09
TOWN OF
TROY
R=DE SUCTION
GPEDDUCT,DN LRRIGAT]Ok PUMP STATION CAPAeLe fY PROGUQNG
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TOWN,
TOWN OF TROY ENGINEERING DEPT.
• ;
700 psi
-- —
_
— —
DEN$O145 CREEK
GOLF COURSE
L1
315 NORTH MAIN STR==T
•.- `�
NDN4RRIGATED RUFFER ZONE LINES
_.. ---- _... -----_ ---
-- --- -- -- — -- — — --
---- ---- TROY N.C. 273719
— —----'---
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PRQEDrecOwLE
• IBD MONNERY COMM M CLUB B CL M )rrLY HAS EXISTING IRRIGATION ON THEIR GRE94AN TEES ONLY
TIERE tS CURFiFNTiYAPUMP BTATIOH SL'PPLYNfl INRKNTKIN TOTHE PACWT MGAEENS AND TEES
ANDAREPERATEPIMPSTATIONANDP"JONETWORK9UPPLYNOTHEaM I
TNEA RP0.9E OF THIS IRRIGATION DEEM IS n] WPFLY RRFUGAYION TO THE FAIRWAYS RY USEOF A NEVI
PUW STATYX.R AAIO PIPNO NeTWDRK. YIE NEW FAIRWAY IRRIGATION STSTEIA W LLL nE-IN To EKLSnK
FX9TFM3 WHERE IHDrATED ON PLM
nE WW FAIFkWAY SMINKLER HaA04 •/MLLBE TDRp T117iA BER[ES F%' 111LE-C
THE Ear1N6 SPRMKIFR HEADS BHALL SE REPLACED WR% T9RO MN SERIES I• IN=
„pESjS a/• tea. _ a _-x „i'- C 'w {'S •�CW NNTAOL W11RES BHVL RE DMAL= FOR ALL CPNNtlaF.R HEADS.
..I sue, _ ' -�.y:. - 'F'� V• f r;p .. _ •NEW E03M4C SATELJTE 0(NTROLIER9 SRW1 BE INSTALLED AT E USTMIO HATELLrM L=ATIONS
THE BRI5rrWG SATELLITES SHALL BE REMODEL.
•NEWGROLKOING MATERA-, SHALL BE NSTAy I Pn FDA EACH SATELLRE
' DZM POWER MARE smLL BE UFILRF.D.
'THRGMn#N- PIPE ROUTES ARE APPROXMAAT'E ALLOUSTNGPIPEEgE WALLBEFIi3AYZNF'FD
4NYMDR4DPAA.L. FTMWWREOUd ED PON TEANS&VJ-L BI:HERE9PUMILITY OF THE CDNTRAMIR
_ •+Y�. •ALLBBCVr T72E8 SNN.L BE 4MIRl'A WG.
DRREM"NALFITTING80ANDLARDER SHALLBENO=DUCTILENON"C n
DEREL NAL Fr 7vm 5' NA 046LLER SHALL BE H W PYG (GABKM
` .PLO • AMNLW PIPE SHA-LRE BOR2i wD DABRSET PIPE PURPLE N GIXGH
•IBGATION VALVES ONE=1,1O GREEN FEED LINE TO HE INSTALLED
OaWnUJC`MR TO \WUPY IX.S M FEED LNES BEFORE CRDEAiNG VALVES
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P ,yl r - `1' •. ,"",T ^ n � , '••wi pn r GAR}+TORO &%SE MES PULL OR PART CIRCLE. TT RADIUS.
-n F� S • a1 •�'-� TARO OT EZRRES SPRINKLER WEAD. MOM NLILBER DYS44)&WE.
NtRADLUS, BO2 GPN a BOP"I. W SPACING. FULLORCLE.
TORO PT SERVES SPRRNMER KEAD. MOAFL NUUBM OT�OBE�
. `— - V f-i- ". Y 1'+' "�f a.. "s _ `" 0.•i'fRA01US. 60.D OPM R80P'.. BCSPADIMG, AWUSTABLEYARTCR=
�� 5:. ^_.E •�',_ PRXIQ PVC%1RPtr IASI PIPE BLED AS INDICATED. ALL LINE ECE
�+^• OIREGTIPIW.L FRT I43S SHALL BE
' i' i - • �++' �.•>..�'. - ', THRUSTBLOCKED SWNCE
WRy THEIwufADTIRERS RECOMM4dATXN, ALL UN=SIZE
a WM. ALL SEWCETEES SHALL BE PJSRWIBE IXA^Tu.E RCH GASKET�D'• F - -nE } IF
►`� UHL SL-- RESILIENT WEDGE CAST IRON ISOLATION VALW-TMJ .ON'.
�P FLOODEI)SU--nO IRRIGATION PUAP STATION CAPABLE OF PRDCIA:INC
2DD13PM C111•PSI
- -�0 �^ .•r DRSLTNHER ��
•� 'A.-THLSPMIONISE;LSE➢CN(.ITEINFDRAAATK]NANDfC)ROR.IWNGS NON -IRRIGATED BUFFER ZONE LINES
SUPPLIED BY THE CLIENTOF RECORA WITH DESIGN CRFTERIA BEING SET
BY THE CLIENTAND+OR PROJECT OWNER ILL AREATO BE IRWCATED
MANUFACTURER'S EOUPPLIENTTO BE EMPLOYE➢. WATER WORLE
SURABKTTY, ELECTRICALPOWERAVAK_ABILITY FOR IRRNGATIDN BYSTT=M
USE. ETC.). B/AITH1'LRFAND 1RRiOAT16N BEARS NO RESpaN4RBllJTY NDP
LM4BMIIY FOR ANY ERRORSW DESIGN ORAPPLfGTIONWI-c WGHT
ARLSE DIE TO R40G7I kDES N THE ABOVE REFFRRBd"= D-6-0R3A.A'ON -
RUPP.IED TO B«MTH TURF AND IRRIGATION IN RELATIONIM THIS _
SPECIMPRO.ECrULESS OTHERWISE NOTED. _ :y �•« .yF
NR. REVISION j HATE BY APP'0
CA +• - IEID' n w1• DRAWING NO:
47 s !� DATE& IIsiL s iDB TOWN OF TROY
TOWN OF TROY ENGINEERING DEPT. ; `oFEsseuyr DRAWN BY: EBr
i SEAL cHEm ° By, BTI` DENSONS CREEK GOLF COURSE
315 NORTH MAIN STREET 84 7 APPROVED BTI EN:s
TROY N.C. 27371 �i f��lxETFA v PRT)JEC7 ND.
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