WQ0034531_Final Permit_20100325

All
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 25, 2010
THE HONORABLE KENNETH L. SMITH
TOWN OF BEULAVILLE
POST OFFICE BOX 130
BEULAVILLE, NORTH CAROLINA 28514-0130
Dear Mayor Smith:
Dee Freeman
Secretary
Subject: Permit No. WQ0034531
Beulaville Recreational Park
Conjunctive Reclaimed Water System
Duplin County
In accordance with your permit application request received December 28, 2009, and subsequent
additional information received March 9, 2010 and March 16, 2010, we are forwarding herewith Permit
No. WQ0034531, dated March 25, 2010, to the Town of Beulaville for the construction and operation of
the subject wastewater treatment and conjunctive reclaimed water facilities.
This permit shall be effective from the date of issuance until December 31, 2015, 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. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
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.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location. 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623.6748
Intemet: www.ncwaterguality.org
An Equal Opportunity Affirmative Action Employer
One
NorthCarolina
Naturally

Mayor Kenneth L. Smith
March 25.2010
Page 2 of 2
One set of approved plans and specifications is being forwarded to you.
information concerning this matter, please contact Nathaniel Thornburg
nathaniel.thornbur��iaincdenr,L,oN,.
Sincerely,
Cole . Sullins
cc: Duplin County Health Department
Wilmington Regional Office, Aquifer Protection Section
Cecil G. Madden, Jr., PE — McDayid Associates, Inc.
Technical Assistance and Certification Unit
Permit File WQ0034531
Notebook File WQ0034531
If you need additional
at [phone] or

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
I;7:\ 14 01194.0
RECLAIMED WATER DISTRIBUTION LINE & 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 Beulaville
Duplin County
FOR THE
construction and operation of a 16,826 gallon per day (GPD) wastewater treatment, reclaimed water
distribution and conjunctive reclaimed water facility consisting of:
a 13,464 gallon interceptor/pump tank with a turbidimeter and two 345 gallon per minute (GPM) 25
horsepower (hp) pumps; a sodium hypochlorite chemical feed system consisting of a 150 gallon chemical
storage tank and two 1.6 gallon per hour (GPH) diaphragm feed pumps; a 200,000 gallon reclaimed water
elevated storage tank;
approximately 4,105 linear feet of 10-inch reclaimed water distribution pipe; approximately 385 linear
feet of 12-inch reclaimed water distribution pipe; and
approximately 4.61 acres of reclaimed utilization area consisting of 5 utilization fields containing twenty-
seven 9.3 GPM 54 foot diameter partial sprinklers, twenty-two 13.1 GPM 55 foot diameter sprinklers and
a flow meter; and all associated piping, valves, controls and appurtenances
to serve the Beulaville Recreational Park, with no discharge of wastes to surface waters, pursuant to the
application received December 28, 2009, and subsequent additional information received by the Division
of Water Quality, 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 December 31, 2015, and shall be subject to
the following specified conditions and limitations:
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1. SCHEDULES
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 completed in phases and
partially certified, the Permittee shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire project has
been completed. Mail the Certification to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Wilmington 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.
3. 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.
II. 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.
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.
5. 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 (NC0026018), and the Permittee shall
continue to comply with all conditions provided for therein.
6. 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.
7. 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.
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).
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9. 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.
10. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum 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 inspect the air gap separation.
11. 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
Duplin 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.
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12. 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):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
c. The setbacks for the reclaimed water distribution lines permitted after September 1, 2006 shall be
as follows:
i. Any potable water line (horizontal): 10 feet
ii. Any potable water line (vertical — reclaimed below potable water): 18 inches
iii. Any well: 100 feet
iv. Any sewer line (horizontal): 2 feet
v. Any sewer line (vertical — reclaimed over sewer): 18 inches
In any instance where these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards in accordance with 15A NCAC 18C, but in no case
shall reclaimed distribution lines be less than 25 feet from a private well or 50 feet from a public
well.
OPERATION AND MAINTENANCE REQUIREMENTS
l . 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
Permittee 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.
3. 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.
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6. ,All utilization equipment shall be tested and calibrated at least once per permit cycle. Calibration
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. Only reclaimed water from the Town of Beulaville WWTP (NC0026018) shall be utilized on the sites
listed in Attachment B.
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.
The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0914.
10. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited, unless diverted to an alternate treatment or collection system.
11. All effluent shall be diverted from the reclaimed water utilization system should the limit for fecal
coliform (e.g., daily maximum concentration of 25 colonies per 100 ml) or turbidity (e.g.,
instantaneous maximum of 10 NTLI) be exceeded, until the problems associated with the wastewater
treatment plant have been corrected.
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.
13. The reclaimed water distribution line shall be properly maintained and operated at all times. To
ensure proper operation and maintenance, the Permittee shall perform the following:
a. A map of the reclaimed water distribution line shall be developed. If part of a broader reclaimed
water distribution system, this line shall be added to the regional map and said map shall be
actively maintained.
b. An operation and maintenance plan shall be developed and implemented.
c. A general observation of the entire reclaimed distribution system shall be conducted at least once
per year.
d. Inspection and maintenance records shall be maintained for a period of at least three years.
e. Bypasses shall be reported to the appropriate Division regional office in accordance with 15A
NCAC 02B .0506(a).
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.
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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. 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) 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
7. Pursuant to § 143-215.1 C., the Permittee shall provide to its users and the Division of Water Quality
an annual report summarizing the performance of the wastewater treatment and utilization facility and
the extent to which the facility has violated this permit, or federal or State laws, regulations, or rules
related to the protection of water quality. This report shall be prepared on either a calendar or fiscal
year basis and shall be provided no later than 60 days after the end of the calendar or fiscal year. Two
copies of the annual report provided to the Permittee's users shall be submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
8. A record shall be maintained of all residuals removed from this facility. This record 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 record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
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9. A maintenance 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. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. 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.).
11. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, 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 (e.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.
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V. INSPECTIONS
1. 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.
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 NCGO10000; 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).
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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 .0110.
9. 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 revoke this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 25"' day of March 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
SM.tolee&& Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034531
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Permit No. WQ0034531 Conjunctive Reclaimed Water System
Town of Beulaville March 25, 2010
Beulaville Recreational Park Duplin 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
construction, 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
Cit
y
Telephone
E-mail
State Zip
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:
1636 MAIL SERVICE CENTER
By Courier/Special Delivery:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — Reclaimed Water Distribution System Effluent
Permit Number: WQ0034531 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Alonthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
BOD. 5-Day (20 Deg. C) - 00310
10
mg/1
15
me
Weekly"
Composite
Chlorine. Total Residual - 50060
5 x Week
Grab
Coliform, Fecal ME M-FC Broth, 44.5C - 31616
14
#/100 ml
25
#/100 nil
Weekly''-'
Grab
Flow, in Conduit or thru Treatment Plant - 50050
16.826
GPD
Continuous'
Recording
Nitrogen. Ammonia Total (as N) - 00610
4
mg/I
6
mg/l
Weekly 1.2
Composite
Nitrogen. Nitrate Total (as N) - 00620
Monthly'
Composite
Nitrogen, Total (as N) - 00600
Annually 1.4
Composite
piI-00400
6
S.U.
9
S.U.
5 x Week'
Grab
Phosphorus. Total (as P) - 00665
Annually'•4
Composite
Solids. Total Suspended - 00530
5
mg/I
10
mg/I
Weekly 1.2
Composite
Turbidity. IICI I "I•urbidimeter-00076
10
ntu
Continuous'
Recording
1. Tlie noted measurement frequencies for the listed parameters shall be sampled and reported for the months of June, July and August only.
2. Weekly monitoring liar BOD5. Fecal Coliform. Annnonia and Total Suspended Solids shall be based on the weekly sampling data reported for N00026018 during the months of June. July and
August.
3. Monthly average for Fecal Coliform shall be a geomeu•ic mean.
4. The annual sampling for "Total Nitrogen and Total Phosphorus shall be based on quarterly sampling data reported for NCO026018 during the months of June. July and August.
W00034531 Version 1.0 Attachment A Page I of 2

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WQ0030jersion 1.0 Attachment A e 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0034531 Version: 1.0
Town of Beulaville — Beulaville Recreational Park
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
Town of Beulaville
Duplin
340 55' 15"
-770 46' 05"
0.96
Noboco (NbA)
01284 — Application Surface Irrigation
0.258
8.75
inches
2
Town of Beulaville
Duplin
34" 55' 15"
-770 45' 59"
0.96
Noboco (NbA) '
01284 — Application Surface Irrigation
0.258
8.75
inches
3
Town of Beulaville
Duplin
340 55' 14"
-77" 46' 01"
0.96
Dragston
01284 — Application Surface Irrigation
0.258
8.75
inches
4
'I'o%vn of Beulaville
Duplin
340 55' 13"
-77" 45' 58"
0.96
Noboco (NbA)
01284 — Application Surface Irrigation
0.258
8.75
inches
5
Town of Beulaville
Duplin
340 55' 15"
-77" 46' 05"
0.78
Noboco (NbA)
01284 — Application Surface Irrigation
0.258
8.75
inches
Totals
4.61
1. Reclaimed utilization on fields 1 through 5 is seasonally restricted to the months of June, July and August.
WQ0034531 Version 1.0 Attachment B Page I of I

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WQ0034531
Lyman Rd., Beulaville, NC 28518
Town of Beulaville
Latitude: 34' 54'34"
Beulaville Recreational Park
Longitude: -77' 45'38"
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W 0034531
Lyman Rd., Beulaville, NC 28518
Town of Beulaville
Latitude: 34' 54' 34"
Beulaville Recreational Park
Longitude: -77' 45' 38"
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www.blerm•.com 91

WATER POLLUTION CONTROL SYSTEM OPL=:ATORS
CERTIFICATION COMMISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
NAME OF FACILITY: / Lv ,k /= � . Xe'er Gr < L
MAILING ADDRESS: Pl0 C s 0 Fe L4, t- u 111 le ky C- 2 e S-/ ,L/ —© /-!?c
COUNTY: ou "o
CONTACT PERSON: �' ! e < GlE' LEPHONE: ( )
PERMIT NO: 640,5 `t57( Check One: NC WQ -L� HEALTH DP__
ORC: fZ v �L� TELEPHONE: o
RATING INFORMATION: (Before completing this section, please refer to pages 2-4)
PERMITTED FLOW: 1 ; tJ MGD
CHECK CLASSIFICATION: WASTEWATER: 1
COLLECTION: 1
SPRAY IRRIGATION SUBSURFACE
PHYSICAUCHEMICAL GRADE I
BNR? YES _
2 (�3
2fJ 3
LAND APPLICATION
GRADE II
RATED BY: REGION: DATE:
REGIONAL OFFICE TELEPHONE NUMBER: ( ) EXT:
NO
4
�' I

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS
- Septic tank/sand filter systems
- Biological lagoon systems
- Constructed wetlands and associated appurtenances
.&—/Grade II Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
less than or equal to 0.5 million gallons per day (mgd)
Grade III Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater than 0.5 through 2.5 million gallons per day (mgd)
- Grade lI systems that are required to achieve biological nutrient reduction
Grade IV Biological WPCS
- Systems that utilizing an activated sludge or fixed growth process with a permitted flow
of greater than 2.5 million gallons per day (mgd)
- Grade III systems that are required to achieve biological nutrient reduction
* Biological Nutrient Reduction -
The reduction of total nitrogen or total phosphorous by an activated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
Same grade as biological water pollution control system. Grade of system:
Based on population served:
1,500 or Less = Grade I
�1,501 to 15,000 = Grade II
15,001 to 50,000 = Grade III
50,001 or more = Grade IV
I

Classification of Spray Irrigation Water Pollution Control Systems: -
Systems which utilize spray irrigation for the reuse or disposal of wasterwater.
These systems include: septic tanks, sand filter, oil/water separators, lagoons, 'y
storage basins, screening, sedimentation. Systems other than those listed above
shall be subject to additional classification.
----------------------------------------------------------------------------------------------------------------------
Classification of Land Application of Residuals Systems:
Systems permitted and dedicated for land application of residuals that are produced by a
water pollution control system or contaminated soils.
y�
Classification of Physical/Chemical Water Pollution Control Treatment Systems:
Grade I Physical/Chemical: Any water pollution control'system that utilizes a primarily
physical process to treat wastewater. This classification includes groundwater
remediation systems. **
Grade II'Physical/Chemical: Any water pollution control system that utilizes a primarily
chemical process to treat wastewater. This classification includes reverse osmosis, _
electrodialysis, and ultrafiltration systems. **
** Any water pollution control system that utilizes a phyical/chemical process to enhance an -.
activated sludge or fixed growth process, shall not be subject to additional classification.
Classification of Subsurface Water Pollution Control Systems:
Systems which utilize the'soil for subsurface treatment and disposal of wastewater
and/or are required to have a certified operator under 15A NCAC 1 SA.1961. ***
*** Any subsurface system that has as part of its treatment process a water pollution control
systems that may be classified under Rules .0302 through .0307 of this section shall be
subject to addional classification.

<F
fit
'h31
CONSTRUCTION NOTEB
1- RE-OSL OIRIGA7TO.N SYSTEM Inaudtle. Wt 4 not IMnit*n In. 5 and 3-
y -uae rdvea. .Leto. remote-oxtra vdvra, 2' =".tiah
rednifdda,�spm Were, Pn a --at- cof". no rk.0 as M.- m the
1 PLANS
8
Ti 7- SprNWen eh Wl be the dwaa e0er 'pop-up• S)pr eud, os useq en
"s EAST BROAD ST Fen= g - -
,•� a POkeGc Gdde. Thr riav mail h. al.Aleaa wheel with o nen „vu0ee
--a. oP,oythu ran Xl anon Yeat �30 to ee pal 01h 40 ate.L Gpnotd,p taP
Nee 12 ii-min e 1 be pmri..a to 130- wrmw=•Etna
Y q 12 notrlea plug b. otlPliWtl of Roaring no No. 16 N
U Oall be L a 1ppl 6f 54 it. at 4tl psi. Na Sfi
Y $
- - '••� for SRO' .prinwer. Na
r- ePpruxlfllatel 9.3 pm a nd lea
$ % capaale at pawing tlppfexiMotdy 43.1 4pm m a radius of 95 fL C
El tdc Rmale Cantrd wdrn Beal b. 2' p-tic plate/Dope tYP. G8,
`-;.J✓ a ' ' \ 8 _ w t-a to .,ia ta,a uP l 1. ho is . 15:1 Rai presaurs. Vaivei e11aiI be
T---r Glow dm.14 10 Prevent wa, Amnmr. FjecVta rduer 4rlell waK do 2s
7&
She ConlMler atoll he maunleE In o sepwole NQIA 39 ennlgyY9 wl<n
I odd" feature. EJaothc L to the amtrollx Noll e
mdboard .- Pen. cW . Proliaee hom
} �� } r -- V� '•j ` C 4 pen 9 4outa- A nPerghw r+f to breby
drtWi1 and wpm4 !or Mf h:Itho x MO Pe Prowlas. .a ma�u.e by
•• 1 \ I I Ne dantraanr tlY Part er the RE -USE RRIGATION SYSTEM. Th. ,Pw
021 7 _taya .> q a•wac wry tram ins oa M,A' " inn eranc -.,.
+51 7 I ',�r'-$ 11 Iha ash-
conlraslor .. Ip.1 al th. ftEIISEE IRRIGATION SYST06Ln 'vhotollrtl by
Ill $ r•-t. sonhrollrr moot ma an pran programmable wl ep.n LCO Pdagray. with a minimum g ` shall ae t }our i d denl
, , `22 \ \ S� I o! v. stM limes each with a 385 eey aal.ntler .Rh loop year
} i +t , � / n te9iWas fer one time den and Um. aetiWoa. Fow cycle Mann
IN,{aalan, cyrlioPl, and. of ecru) all b. ^.dawn in, eoal Vam. Th. L
1 ` - _RyL >i -\ try �g / \• , rarnrdl Nall O. woad. of nrMng� 24 alaRmu. 9Th, i. I � - nail or . awl mmanln M.ta of lntary t'm vrt en
1 1 / i ^ '� " `-- t V \ , O I ¢" the .4 is too -1 a.r Sa {naernmt weather. m a
1 / x
``` '� \ ,t`L ' , a. All r.da'en.n onr PiP'rti9 and aPPuneneRC.b Mall by caorw Parol.
{Perntone 52z) .nd .Mb...va .r Int.4r.Ily anmp.d or moped CAUTION: ,^.
u
- ` RECLA,MEO WATER - 00 NOT DRINK'. The .-In4 anal) be anmpsd an A tr
6 m .+rr "l a rk}F L ( / , ' �• 1 .pp..A. id.. .1 Sh.
^,: ' \ v��D \ `, . a pip. and r.Preta. every 3 Irel or lade. 4 ;
L IV
l a'A :_ `- q 4 ,y� .. is /� \ . i �a. i- J x��.,m
I IN- ,_ �^•q}% 1 \ ZONE`. /ci
a , �1a ll 17 m U "a $6 to
^ e r z ".- / �`1 9 i s V , ................ ....
LEE= �
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`a, G . j. � Y =-- 2' AMOARON MSTRIOUTim a z°
1 �/ *$f y, \ ; ee $ t 3- IRRICAllm DISM18UTION'
'
ZONE ✓� Y.E \ 16�,1 1 �;,'. ` Rw s^ DISTRIBUTION MSAOER
y'1 1�5' 7 t Z E+ 1 l/r
i,} v 1 �'"' N t ''.1 ` RmIYO sBT11AOL
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fl - 1 2 // �S �' +x 1 `rr "014
1 t -- -�' m4 . g •- � tea.- -1' + s ' T�1Z\ ; r 2t $ � Y'1 � g $ O E E'�
ZONE -
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rnCLXMm
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it
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}} � 5 = 1 1 ZONE I ZONE Ill m Q'
Lu
- - PARTIAL FOIL PARTIAL RILL
} I I6 1E SPRINKLERS SPRINKLERS SPRINKLERS SPRINKLER ` (= Q a
L i 4 1 CALCULATE AREA ,NSIOE WETTED s.�L
1 } NO L 1 U 9.3 GPM tD ts,l GPM O B.3 GPM 15 tat vm PERIMETER = 200,595 5R. FT. L7
} m } K 9.3 GPW 'I 13.1 GPN P IS GPM 17 1A1 CPU
L 9.3 190 12 13.1 CpM a 9.3 GPM LB 13.1 GPM 1lJ !li
1 eL la o- 1 1 N 9.3 GPM 14 13.! GPM S 9.5 GPM 22 13.1 GPM 1 W Q
} U } 1 46.5 GPM + 65.5 GPM - 117 GPM Ab.5 CPM + 4&5 GPM 112 GPM t^ LL
o
1 - 'N 0 lull w
PARTIAL FULL PARTIAL Fill; PARTIAL NLL r
1 i 1 SPRINKLERS SPIPNKIER9 SPRINKLERS SPRItig2AS SPRINKLM SPRINKLERS U `•' U 0
1 } 5 1 E 9.3 GPu ] 13.1 GPM T 9.3 GPM 20 13.1 4P4 x 9.3 CAM 1 13.1 CYM Z a
5 F 9.3 GPM G 1It GPM M C.3 CP6 13.1 GPM A 0.3 GPM 2 13.1 GPM
a 9.3 GPM 9 131 GPM Y S.3 GPM 5 11 GPM B 9.3 GPM Q,
t 5 r N i CP\r 14 11] WM w p3 GPM 4 13.E GPM C 9.3 GPM 'CIGirN'rrrr I c
1 15 "'I f - -^ 1 9.3 GPM * 19 Tat �M 0 9.3 GPM + 3 13.1 LYW 2T 9.3 GPM 9.3 GPM
tRt""a C%1pf.,, r N
1 l 4IL5 CPU G&S CPM - ll2 61 4&5 CPU SSA GPM _ 112 GPM 5 r
} 5 } 9.3 GPM qr 0'r "9j;•.,s;?�s'$i�f,, 1- z
L 1 r r 7 1 GPM + 25.2 GPM 91.3 GPM Z
SEAL :ryE e4 SEAL .N p o
1 ' _� 1972 163M f] z
4 �' Il "'1 1 •;.f,� VIL1.EMAD
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�'A lsa ISHEET 13 OF 19