WQ0034753_Final Permit_20100701

0
Beverly Eaves Perdue
Governor
MC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
July 1, 2010
Russell L. Mills — Senior Vice President
NSA Utilities Bridgeton, Ltd. by Jupiter USA (as Manager)
2404 North Rio Grande Avenue
Orlando, Florida 32804
Dear Mr. Mills:
Dee Freeman
Secretary
Subject: Permit No. WQ0034753
Bridgeton Harbor WWTP
High -Rate Infiltration System &
Bulk Reclaimed Water Distribution
Craven County
In accordance with your permit application received May 3, 2010, we are forwarding herewith
Permit No. WQ0034753, dated July 1, 2010, to JUSA Utilities Bridgeton, Ltd. by Jupiter USA (as
Manager) for the construction and operation of the subject wastewater treatment and high -rate infiltration
facility with bulk reclaimed water distribution.
This permit application and supporting material was originally submitted on June 24, 2009, along
with subsequent additional information received on July 22, 2009, August 12, 2009, and September 2,
2009. The original application was returned on September 24, 2009 as a result of an outstanding need for
a determination from the North Carolina Utilities Commission (NCUC). The application was re-
submitted on May 3, 2010 along with the required NCUC documentation.
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, B and C. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
Please pay special attention to the following items:
➢ Condition I. I. requires that all high rate infiltration basins shall be inspected by a licensed
Professional Geologist following construction and prior to operation to verify that the
constructed basin(s) will be capable of receiving the wastewater at the permitted loading
rates.
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
Internet www.ncwaterguality.org
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolin.a

Mr. Russell L. Mills
Julv 1.2010
Page 2 of 2
➢ Condition 12. states that this permit does not approve construction of any future lift stations,
force mains, piping, collection systems and other transmission infrastructure for transporting
wastewater from the Town's current wastewater treatment plant site to the new facility
permitted herein. All future collection system/transmission infrastructure for this purpose
shall be properly permitted by the Division of Water Quality's Surface Water Protection
Section prior to construction.
➢ Condition 1.5. outlines a phased approach for installation of groundwater monitoring wells
and piezometers consistent with phased construction of the wastewater treatment and disposal
system. Monitoring requirements for wells and piezometers are listed in Attachment C.
➢ This permit is being issued to JUSA Utilities Bridgeton, Ltd. by Jupiter USA, as a wholesale
provider of wastewater treatment to the Town of Bridgeton. Condition 11.7, states that the
Sewer Development and Service Agreement (attached) between JUSA Utilities Bridgeton,
Ltd. and the Town of Bridgeton is incorporated herein by reference and shall be a condition
of this permit. The Agreement shall remain in full force for the life of this permit. This
condition also outlines specific future activities that would require a modification to the
permit, as detailed in the Agreement.
➢ Condition 111.1. requires that the Permittee follow the procedures outlined in the Operation
and Maintenance (O&M) Plan submitted on September 2, 2009 and subsequently approved
by the Division (attached).
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.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Lori Montgomery at [phone] or
[e-mail].
Sincerely,
w
/Colea. Sullins
cc: Craven County Health Department
Washington Regional Office, Aquifer Protection Section
Gary S. MacConnell, PE — MacCon.nell and Associates (P.O. Boa 129. Morrisville, NC 27560)
Technical Assistance and Certification Unit
Permit File WQ0034753
Notebook File WQ0034753

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH -RATE INFILTRATION SYSTEM AND BULK RECLAIMED WATER DISTRIBUTION
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
JUSA Utilities Bridgeton, Ltd. by Jupiter USA (as Manager)
Craven County
FOR THE
construction and operation of a 750,000 gallon per day (GPD) wastewater treatment and high -rate
infiltration facility to be constructed in three phases, consisting of:
Phase I:
Treatment capacity = 500,000 GPD
High rate infiltration capacity = 308,500 GPD
Groundwater lowering capacity = 560,044 GPD
Permitted Flow = 308,500 GPD
Wastewater treatment Trains 1 and 2 consisting of: one (1) influent magnetic flow meter; one (1) vortex -
type grit classifier with a grit decant/dewatering unit; one (1) screw screen with 6 mm spacing; one (1)
backup manual bar screen with one inch spacing; one (1) 269,500-gallon flow equalization basin with a
coarse bubble diffuser system served by one (1) 550 cubic feet per minute (CFM) positive displacement
blower and four (4) 175 gallon per minute (GPM) flow transfer pumps; two (2) 45,838-gallon anaerobic
basins with one (1) 3.6 hp submersible mixer in each basin; two (2) 83,013-gallon pre -aeration anoxic
basins with one (1) 3.6 hp submersible mixer in each basin; two (2) 257,738-gallon aerations basins with
fine bubble diffuser systems served by three (3) 550 CFM positive displacement blowers, one (1) 550
CFM jockey (backup) blower, and two (2) 391 GPM mixed liquor recycle pumps for recycle to anoxic;
two (2) 83,013-gallon post -aeration anoxic basins with one(1) 3.6 hp submersible mixer in each basin;
two (2) 19,815-gallon re -aeration basins with coarse bubble diffuser systems served by the main plant
blowers; two (2) 36-foot diameter circular clarifiers with three (3) 175 GPM recycle pumps for recycle to
anaerobic and/or wasting to digester; an alum metering system for phosphorus removal consisting of
one(1) 300-gallon chemical tank and four (4) 1.5 gallon per hour (GPH) metering pumps; two (2) 4,000-
gallon substrate tanks with four (4) 6.0 GPH methanol metering pumps; two (2) 157 square foot (ft) cloth
media disk filters with two (2) 70 GPM backwash/scum pumps; two (2) ultraviolet (UV) disinfection
units with two (2) banks of twelve (12) lamps for each unit; a parshall flume and effluent channel with an
ultrasonic flow meter, an online turbidity meter; one (1) 287,920-gallon aerobic digester with a coarse
bubble diffuser system served by three (3) 550 CFM blowers with one (1) 6,059-gallon dewatering box
with a polymer feed system, two (2) 400 GPM sludge decant pumps, and one (1) 80 GPM sludge de -
watering pump; an effluent pump station with dual (2) 700 GPM transfer pumps; a 500 kW gas powered
auxiliary generator; one (1) 4.07 million gallon (MG) synthetically lined five day upset basin;
WQ0034753 Version 1.0 Shell Version 100209 Page 1 of 15

High rate infiltration system consisting of four (4) high rate infiltration basins (Ponds 7, 8, 9, an4 10)
each having an area of 2.2 acres and a loading rate of 0.79 GPD/ft';
Groundwater lowering system consisting of. 6,954 linear feet (If) of 6-inch diameter perforated HDPE
pipe with a synthetic curtain liner around perimeter and 1,040 if of open drainage trench to the dual 920
GPM groundwater pumping station; one (1) 1.65-acre groundwater storage pond for irrigation use which
overflows via level spreader to an unnamed tributary of Mill Swamp;
Phase II:
Treatment capacity = 500,000 GPD
High rate infiltration capacity = 532,530 GPD
Groundwater lowering capacity = 899,031 GPD
Permitted Flow=.500,000 GPD
High rate infiltration system consisting of three (3) high rate infiltration basins (Ponds 4, 5, and 6) each
having an area of 2.2 acres and a loading rate of 0.79 GPD/ft';
Groundwater lowering system consisting of 4,181 linear feet (If) of 6-inch diameter perforated HDPE
pipe with a synthetic curtain liner around perimeter and 6391f of open drainage trench;
Phase III:
Treatment capacity = 750,000 GPD
High rate infiltration capacity = 750,000 GPD
Groundwater lowering capacity = 1,269,930 GPD
Permitted Flow = 750,000 GPD
Wastewater treatment Train 3 consisting of. two (2) 175 GPM transfer pumps in existing flow
equalization basin; one (1) 45,838-gallon anaerobic basin with one (1) 3.6 hp submersible mixer; one (1)
83,013-gallon pre -aeration anoxic basin with one (1) 3.6 hp submersible mixer; one (1) 257,738-gallon
aerations basin with a fine bubble diffuser system served by one (1) 550 CFM positive displacement
blower, and two (2) 391 GPM mixed liquor recycle pumps for recycle to anoxic; one (1) 83,013-gallon
post -aeration anoxic basins with one (1) 3.6 hp submersible mixer in each basin; one (1) 19,815-gallon re -
aeration basin with a coarse bubble diffuser system served by the main plant blowers; one (1) 36-foot
diameter circular clarifier with one (1) 175 GPM recycle pump for recycle to anaerobic and/or wasting to
digester; an alum metering system for phosphorus removal, one (1) LTV disinfection unit with one (1)
bank of twelve (12) lamps;
High rate infiltration system consisting of. three (3) high rate infiltration basins (Ponds 1, 2, and 3) each
having an area of 2.2 acres and a loading rate of 0.79 GPD/ft'-;
Groundwater lowering system consisting of. 4,094 linear feet (If) of 6-inch diameter perforated HDPE
pipe with a synthetic curtain liner around perimeter and 639 if of open drainage trench; and
construction and operation of a 10,000 gallon per day (GPD) bulk fill station for distribution of
reclaimed water for onsite use consisting of:
one (1) 500-gallon hydro -pneumatic tank to supply reclaimed water for use within the plant; one (1)
20,000-gallon bulk storage tank with one (1) 145 GPM reuse pump and fill station for bulk distribution
for onsite uses (allowable uses defined in Attachment D);
to serve the future Bridgeton Harbor Development (approximately 675,000 GPD) and the existing Town
of Bridgeton wastewater flow (approximately 75,000 GPD), with no discharge of wastes to surface
waters, pursuant to the application received May 3, 2010, 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.
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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:
1. SCHEDULES
Upon completion of construction and prior to operation of any high rate infiltration basins (Basins # 1
— 10), the basins shall be inspected by a licensed Professional Geologist to verify that the constructed
basin(s) will be capable of receiving the wastewater at the permitted loading rates. The results of this
inspection, along with the results of any testing performed shall be signed, sealed and submitted to the
Aquifer Protection Section, Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-
1636. The requested information must be received and acknowledged in writing by the Aquifer
Protection Section prior to operation of the subject facilities. The infiltration basins shall be inspected
and subsequent reports submitted prior to operation of each constructed phase (Phases 1, 2, and 3).
This permit provides approval for construction and operation of the subject wastewater treatment
plant, high rate infiltration system, and reclaimed water bulk distribution operation described herein.
Pursuant to the Sewer Development and Service Agreement (attached) between NSA Utilities
Bridgeton, Ltd. and the Town of Bridgeton, this permit also provides approval for future treatment
and disposal of the Town's existing wastewater flow by this newly permitted facility. This permit
does not approve construction of any future lift stations, force mains,,_piying, collection systems and
other transmission infrastructure for transporting wastewater from the Town's current wastewater
treatment plant site to the new facility Rermitted herein. All future collection system/transmission
infrastructure for this purpose shall be properly permitted by the Division of Water Quality's Surface
Water Protection Section prior to construction.
3. 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 and partially
certified in phases (i.e., Phases 1, 2, and 3). 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 27699-1656.
4. The Washington 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.
The Washington Regional Office, telephone number [phone], shall approve the locations of
monitoring wells MW-1 through MW-7 and piezometers PZ-1 through PZ-20 prior to installation.
Monitoring Wells MW-1, MW-2, and MW-7 and Piezometers PZ-1 through PZ-8 shall be installed
prior to beginning Phase I waste disposal operations at Infiltration Basins 7, 8, 9, and 10. Monitoring
Wells MW-3 and MW-6 and Piezometers PZ-9 through PZ-14 shall be installed prior to beginning
Phase II, waste disposal operations at Infiltration Basins 4, 5 and 6. Monitoring Wells MW-4 and
MW-5 and Piezometers PZ-15 through PZ-20 shall be installed prior to beginning Phase III waste
disposal operations at Infiltration Basins 1, 2, and 3. The regional office shall be notified at least 48
hours prior to (excluding weekends and holidays) the construction of any monitoring well or
piezometer. Such notification to the Aquifer Protection Section regional supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding
State Holidays. The monitoring wells and piezometers shall be constructed such that the water level
in the well is never above or below the screened (open) portion of the well at any time during the year
and in accordance with 15A NCAC 02C .0108. The general location and name for each well and
piezometer is marked on Figures 2 and 3. See also well construction form submittal requirements in
Section IV. of this permit.
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6. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies ,
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
7. Gauges to monitor waste levels in the five day upset basin and high rate infiltration Basins #1 - 10
shall be installed prior to operation. Caution shall be taken not to damage the integrity of the liner (if
present) when installing the gauge.
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.
9. In accordance with 15A NCAC 02H .0404(e), if the subject wastewater treatment or disposal
facilities are in noncompliance with the terms and conditions of this permit, governing statutes or
regulations, the subject facilities shall be connected to an operational publicly owned wastewater
collection system within 180 days of its availability. Prior to the initiation of these connection
activities, appropriate Division approval shall be received.
H. 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 infiltration areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal 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. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
4. Limitations for wastewater treatment plant effluent, groundwater lowering discharge, and bulk
reclaimed water distributed shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
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6. -,Reclaimed water distributed through the bulk fill operations shall be limited to the uses specified in
Attachment D.
7. The Sewer Development and Service Agreement (attached) between NSA Utilities Bridgeton, Ltd.,
and the Town of Bridgeton is incorporated herein by reference and shall be a condition of this permit.
The Agreement shall remain in full force for the life of this permit. The Permittee shall request a
modification to this permit upon the occurrence of any of the following actions, as outlined in the
Sewer Development and Service Agreement:
a. Transfer of ownership of the wastewater treatment and disposal facilities from NSA Utilities
Bridgeton, Ltd., to the Town of Bridgeton or to any other third party;
b. Providing of wastewater treatment/disposal services to any third party;
c. Issuance of a new or different determination from the North Carolina Utilities Commission
regarding the status of NSA Utilities Bridgeton, Ltd.;
d. Distribution of reclaimed water to any user outside of the bulk reclaimed water use program
approved herein.
8. A usable green area shall be maintained for effluent disposal. The green area shall have the capability
of accommodating the facility's average daily flow without exceeding the green area loading rates.
As defined in 15A NCAC 02H .0404(g)(7), a "green area" is an area suitable for waste disposal,
either in its natural state or which has been modified by planting a vegetative cover of grasses or low
growing shrubbery.
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.
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10. The compliance boundary for the high rate infiltration disposal system shall be specified in
accordance with 15A NCAC 02L .0107(b). This disposal system was individually permitted on or
after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from
the effluent disposal area, or 50 feet within the property boundary, whichever is closest to the effluent
disposal area. An exceedance of groundwater standards at or beyond the compliance boundary is
subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement
actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C.
11. In accordance with 15A NCAC 02L .0108, the review boundary for the high rate infiltration disposal
system is established midway between the compliance boundary and the effluent disposal area. Any
exceedance of groundwater standards at the review boundary shall require action in accordance with
15A NCAC 02L .0106.
12. 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.
13. The compliance and review boundaries for onsite reclaimed water utilization activities have not been
established pursuant to 15A NCAC 02T .0910(a)(5). Any exceedance of standards shall require
action in accordance with 15A NCAC 02L .0106.
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
Craven 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)(T);
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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16. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites permitted after September 1, 2006 (Basins #1 — 10)
shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
1001
ii. Any habitable residence or place of public assembly owned by the Permittee:
50 '
iii. Any private or public water supply source:
100
iv. Surface waters:
502
v. Groundwater lowering ditches:
502
vi. Surface water diversions:
50
vii. Any well with exception of monitoring wells:
100
viii. Any property line:
50 '
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
100
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
502
xii. Any swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
xvi. Impounded public water supplies:
500
xvii. Public shallow groundwater supply:
500,
' Setbacks to residences and property lines have been reduced in accordance with the the
Division's "Policy for Alternative Setbacks to Property Lines and Habitable Residences"
effective October 27, 2006.
Setbacks to surface waters, groundwater lowering ditches and subsurface groundwater
lowering drainage systems have been reduced to 50 feet because the treatment units are
designed to meet a Total Nitrogen of 4 mg/1 and a Total Phosphorus of 2 mg/1 in accordance
with 15A NCAC 02T .0706(c).
s Setbacks to impounded public water supplies and public shallow groundwater supply are only
for interim treatment and disposal facilities as defined in 15A NCAC 02H .0404(g).
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 bulk reclaimed water utilization sites 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
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III. OPERATION AND MAINTENANCE REQUIREMENTS
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 (O&M Plan) pursuant to 15A NCAC 02T .0707, which at a minimum shall include
operational functions, maintenance schedules, safety measures and a spill response plan. The
Permittee shall follow the O & M Plan submitted on September 2, 2009 and subsequently approved
by the Division (attached).
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. Only effluent from the Bridgeton Harbor WWTP shall be infiltrated on the sites listed in Attachment
B or distributed for bulk reclaimed water utilization for the uses listed in Attachment D.
4. For use of the bulk fill operation the following requirements must be met:
a. The Permittee shall develop and implement an operation and maintenance plan which includes
but is not limited to the following
i. Description of operation,
ii. Description of anticipated maintenance,
iii. Safety measures, including site restrictions,
iv.' Spill prevention and spill response plan,
v. Contact information for plant personnel, emergency responders, and regulatory agencies,
vi. Approval procedures of users,
vii. Operational requirements for users, and
viii.If reclaimed water is to be stored for greater than 72 hours prior to use, include a description
of how compliance with reclaimed water quality standards will be ensured at the time of use.
b. An education program shall be developed and implemented to inform bulk reclaimed water users
of the proper use of reclaimed water for each approved use. Educational material must be
provided to all individuals accepting the bulk reclaimed water.
c. Educational material shall be maintained consistent with the reclaimed water uses utilized by the
Permittee. Educational material shall be made available to the Division upon request.
d. The Permittee shall approve tank truck drivers for participation in the bulk reclaimed water
distribution program prior to distribution of reclaimed water. In addition, the Permittee shall
provide bilingual (English and Spanish) training to all tank truck drivers approved to participate
in the bulk reclaimed water distribution program at a regular frequency. These sessions shall
provide training on, but not limited to, the following topics:
i. Reclaimed water description and safety,
ii. Allowable and prohibited uses of reclaimed water,
iii. Procedures for the application (including buffer maintenance), uses, and storage of reclaimed
water as well as the disposal of unused reclaimed water,
iv. Procedures for spill prevention, countermeasures, and control as well as notification
requirements,
v. Personal safety and hygiene issues, and
vi. Interaction with the general public.
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e. Tank trucks used to transport reclaimed water shall meet the following requirements:
i. Tank trucks and other equipment used to distribute reclaimed water shall be clearly identified
with advisory signs. Signage could include but is not limited to "CAUTION: RECLAIMED
WATER — DO NOT DRINK", "NON -POTABLE WATER", or a combination of similar
phrases.
ii. Tank trucks used to transport reclaimed water shall not be used to transport potable water that
is used for drinking or other potable purposes.
iii. Tank trucks used to transport reclaimed water shall not be filled through on -board piping or
removable hoses that may subsequently be used to fill tanks with water from a potable water
supply. Tank trucks owned and operated by the Permittee and dedicated to be filled by
reclaimed water only may be filled through on -board piping.
iv. Tank trucks shall not have been used to haul septage, biosolids, or other waste or chemical
transport.
v. Tank trucks shall not have any type of removable container or portable bladder except if the
tankibladder is permanently labeled for reclaimed water use only and a letter from the truck
owner is submitted to the Permittee indicating that in no case shall any removable container
or portable bladder be used for both reclaimed and potable water at any time.
5. The Permittee shall develop and maintain a program of routine review and inspection of reclaimed
water users.
6. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and operational at all times. If a generator is employed as an alternate power supply,
it shall be tested weekly by interrupting the primary power source.
7. No automobiles or machinery shall be allowed on the infiltration sites except during equipment
installation or while maintenance is being performed.
8. Public access to the infiltration sites and wastewater treatment facilities shall be prohibited.
9. Public access to the reclaimed water bulk distribution operation and utilization sites shall be
controlled during active site use. Such controls may include the posting of signs indicating the use of
reclaimed water and appropriate restrictions.
10. 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 .0708.
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the high rate infiltration basins (Basins #1-10) and the five-day upset basin shall not be
less than two feet at any time.
13. A gauge to monitor waste levels in the high rate infiltration basins (Basins #1-10) and the five-day
upset basin 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.
WQ0034753 Version 1.0 Shell Version 100209 Page 9 of 15

14. A protective vegetative cover shall be established and maintained on all earthen embankments fi.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.
15. All effluent shall be routed to the five day upset basin 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
NTU) be exceeded, until the problems associated with the wastewater treatment plant have been
corrected. The wastewater in the five day upset basin shall be pumped back to the treatment plant
headworks for re -treatment or treated in the five day upset basin prior to infiltration and/or bulk
reclaimed water utilization.
16. The infiltration basin(s) shall be periodically dredged to remove deposited materials that may impede
the infiltration process. Dredging 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. The Washington Regional
Office's Aquifer Protection Section, telephone number [phone], shall be notified prior to
dredging.
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.
I Flow through the treatment facility 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. Flow through the bulk distribution operation 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.
WQ0034753 Version 1.0 . Shell Version 100209 Page 10 of 15

5. ti The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
6. The Permittee shall maintain adequate records tracking the amount of effluent infiltrated. At a
minimum, these records shall include the following information for each infiltration site listed in
Attachment B:
a. Date of infiltration;
b. Volume of effluent infiltrated;
c. Loading rates to each infiltration site listed in Attachment B;
7. Loading rates to each infiltration site listed in Attachment B;
8. The Permittee shall -maintain adequate records for the bulk reclaimed water distribution operation.
These records shall include, but are not necessarily limited to:
a. Date, time, and volume of each bulk distribution event;
b. Name and drivers license number for tank truck operators;
c. Bulk fill certification number;
d. Intended use of the reclaimed water;
e. Turbidity measurement result;
f. Total volume of bulk reclaimed water distributed each month;
9. Freeboard (i.e., waste level to the lowest embankment elevation) in the high rate infiltration basins
(Basins #1-10) and the five-day upset basin 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.
10. Three copies of all monitoring data (as specified in Conditions IU.3., IVA., and IV.5.) on Form
NDMR for each PPI, three copies of all operation and disposal records (as specified in Conditions
IV.6. and IV.7.), and three copies of all operational records (as specified in Condition IV.8.) on Form
NDAR-3 for the bulk reclaimed water distribution program 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
11. Pursuant to § 143-215.1C., the Permittee shall provide to its users and the Division of Water Quality
an annual report summarizing the performance of the wastewater treatment and infiltration 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
WQ0034753 Version 1.0 Shell Version 100209 Page 11 of 15

12. 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.
13. 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 and results of power interruption testing on alternate power supply;
b. Date of calibration of flow measurement device(s);
c. Date of calibration of portable turbidity meter (bulk reclaimed fill station);
d. Visual observations of the plant and plant site; and
e. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
14. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms and monitoring data shall refer to the hermit number and the well nomenclature as provided in
Attachment C and Figures 2 and 3.
15. For initial sampling of monitoring wells, the Permittee shall submit a Compliance Monitoring Form
(GW-59) and a Well Construction Record Form (GW-1) listing this permit number and the
appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW-59)
without copies of the Well Construction Record Forms (GW-1) are deemed incomplete, and may be
returned to the Permittee without being processed.
16. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. 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
17. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, 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.
WQ0034753 Version 1.0 Shell Version 100209 Page 12 of 15

d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Effluent breakout from the infiltration basin(s).
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.
V, INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and disposal facilities. A general observation of the entire reclaimed water bulk
distribution operation shall be conducted at least once per year.
2. If any single parry obtains more than 25,000 gallons of reclaimed water from the bulk fill operation in
a single day, or more than 100,000 gallons in a single week, the Permittee shall visit the sites where
that party is using the reclaimed water to ensure compliance with the conditions of this permit. The
Permittee shall maintain records of those site visits for at least three years.
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 disposal 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.
4. In accordance with 15A NCAC 02T .0911(f) and to ensure compliance with the conditions of this
permit, the Permittee shall inspect the utilization sites of all reclaimed water users who obtain more
than 10,000 gallons per day of bulk distributed reclaimed water. Permittee inspection of these bulk
distribution reclaimed water utilization sites does not need to exceed one inspection per quarter. The
Permittee shall maintain records of these inspections for at least five years, and shall make them
available to the Division upon request.
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).
WQ0034753 Version 1.0 Shell Version 100209 Page 13 of 15

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).
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 I` day of July, 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I -It
.j�, ole . Sullins, Director
Di ' on of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032289
WQ0034753 Version 1.0 Shell Version 100209 Page 14 of 15

Permit No. WQ0032289 High Rate Infiltration & Bulk Reclaimed Water Utilization
JUSA Utilities Bridgeton, Ltd July 1, 2010
Bridgeton Harbor WWTP Craven 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
i
City
State
Zip
Telephone E-mail_ _ _ NC PE Seal, Simature & 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
WQ0034753 Version 1.0 Shell Version 100209 Page 15 of 15

THIS PAGE BLANK

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— W WTP EFFLUENT — PHASE I (Q = 308,500 GPD)
Permit Number: WQ0032289
Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
308,500
GPD
Continuous
Recorder
Turbidity, HCH Turbidimiter - 00076
10
NTU
Continuous
Recorder
BOD, 5-Day (20 Deg. C) - Concentration - C0310
10
mg/I
15
mg/I
2 X Week
Composite
Solids, Total Suspended - Concentration - C0530
5
mg/I
10
mg/I
2 X Week
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 (geom.mean)
14
#/100 ml
25
#/100 ml
2 X Week
Grab
Nitrogen, Ammonia'Total (as N) - Concentration - C0610
4
mg/1
6
mg/I
2 X Week
Composite
Nitrogen, Nitrate Total (as N) - 00620
10
mg/I
2 X Week
Composite
Nitrogen, Total (as N) - Concentration - C0600
4
mg/l
2 X Week
Composite
Phosphorus, Total (as P) - Concentration - C0665
2
mg/I
2 X Week
Composite
pll - 00400
6.0
s.u.
9.0
S.U.
5 X Week
Grab
Solids,'fotal Dissolved - 70295
3 X Year
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
I. 3 X Year sampling shall be conducted in March, July, and November.
WQ0034753 Version 1.0 Attachment A Page 1 of 7

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 002 — W WTP EFFLUENT — PHASE H (Q = 500,000 GPD)
Permit Number: WQ0032289 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
500.000
GPD
Continuous
Recorder
"Turbidity, HCII Turbidimiter - 00076
10
NTU
Continuous
Recorder
BOD, 5-Day (20 Deg. C) - Concentration - C0310
10
mg/l
15
mg/l
2 X Week
Composite
Solids, Total Suspended - Concentration - C0530
5
mg/l
10
mg/l
2 X Week
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 (geont.mean)
14
#/100 ml
25
9/100 ml
2 X Week
Grab
Nitrogen, Ammonia Total (as N) - Concentration - C0610
4
mg/l
6
mg/l
2 X Week
Composite
Nitrogen. Nitrate Total (as N) - 00620
10
mg/l
2 X Week
Composite
Nitrogen. Total (as N) -Concentration - C0600
4
mg/1
2 X Week
Composite
Phosphorus. Total (as P) - Concentration - C0665
2
mg/l
2 X Week
Composite
pH - 00400
6.0
S.U.
9.0
s.u.
5 X Week
Grab
Solids, Total Dissolved - 70295
3 X Year 1
Grab
Chloride (as Cl) - 00940
3 X Year l
Grab
I. 3 X Year sampling shall be conducted in March, July, and November.
WQ0034, _version 1.0 Attachment A e 2 of 7

11
ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 003 — W WTP EFFLUENT — PHASE HI (Q = 750,000 GPD)
Permit Number: WQ0032289 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
750,000
GPD
Continuous
Recorder
Turbidity, HCH Turbidimiter - 00076
10
NT'U
Continuous
Recorder
BOD, 5-Day (20 Deg. C) - Concentration - C0310
10
mg/l
15
mg/l
3 X Week
Composite
Solids, Total Suspended - Concentration - C0530
5
mg/1
10
mg/l
3 X Week
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 (geom.mean)
14
#/100 nil
25
#/100 ml
3 X Week
Grab
Nitrogen, Ammonia Total (as N) -Concentration - C0610
4
tng/l
6
mg/l
3 X Week
Composite
Nitrogen, Nitrate Total (as N) - 00620
10
mg/l
3 X Week
Composite
Nitrogen, Total (as N): Concentration - C0600
4
mg/I
3 X Week
Composite
Phosphorus. Total (as P) - Concentration - C0665
2
mg/1
3 X Week
Composite
pH - 00400
6.0
S.U.
9.0
S.U.
5 X Week
Grab
Solids. Total Dissolved - 70295
3 X Year
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
1. 3 X Year sampling shall be conducted in March. July, and November.
WQ0034753 Version 1.0 Attachment A Page 3 of 7

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 004 — RECLAIMED WATER BULK FILL STATION
Permit Number: WQ0032289 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Monthly Geometric
Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
(:low, in conduit or thru treatment plant - 50050
Continuous
Recorder
'turbidity. HCFI'furbidimiter - 00076
10
N U
Footnote IRecorder
Turbidity sampling shall be performed immediately prior to all bulk fill events. Recorded turbidity meter results shall be documented and maintained with each bulk filling event. The liigilest
turbidity value recorded for each day of operation shall be reported.
W00034.ersion 1.0 ' Attachment A e 4 of 7

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 005 — GROUNDWATER LOWERING DISCHARGE — PHASE I (Q = 560,044 GPD)
Permit Number: WQ0032289 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORINGREQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
560,044
GPD
Continuous 2
Recorder
BOD, 5-Day (20 Deg. C) - Concentration - C0310
3 X Year
Grab
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 (geom.mean)
2 X Week
Grab
Carbon, Tot Organic (TOC) - 00680
2 X Week
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
Nitrogen, Ammonia Total (as N) - Concentration - C0610
2 X Week
Grab
Nitrogen, Nitrate Total (as N) - 00620
2 X Week
Grab
Nitrogen, Total (as N) - Concentration - C0600
2 X Week
Grab
p1l - 00400
2 X Week
Grab
Phosphorus, Total (as P) - Concentration - C0665
2 X Week
Grab
Solids,'I'otal Dissolved - 70295
3 X Year 1
Grab
'. 3 X Year sampling shall be conducted in March, July, and November.
2_ Flow discharged from the groundwater lowering system to the irrigation pond shall be recorded continuously (when in use). A totalizing now recording device shall be provided for reporting
cumulative daily flow.
WQ0034753 Version 1.0 Attachment A Page 5 of 7

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 006 — GROUNDWATER LOWERING DISCHARGE — PHASE II (Q = 899,031 GPD)
Permit Number: WQ0032289 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
899,031
GPD
Continuous 2
Recorder
BOD, 5-Day (20 Deg. C) - Concentration - C0310
3 X Year I
Grab
Colifonn, Fecal MF, M-FC 13roth,44.5C - 31616 (geom.mean)
2 X Week
Grab
Carbon, Tot Organic (TOC) - 00680
2 X Week
Grab
Chloride (as Cl) - 00940
3 X Year'
Grab
Nitrogen, Ammonia Total (as N) - Concentration - C0610
2 X Week
Grab
Nitrogen, Ni(rate'rotal (as N) - 00620
2 X Week
Grab
Nitrogen, Total (as N) - Concentration - C0600
2 X Week
Grab
p14 - 00400
2 X Week
Grab
Phosphorus, 'total (as P) - Concentration - C0665
2 X Week
Grab
Solids, "total Dissolved - 70295
3 X Year
Grab
' 3 X Year sampling shall be conducted in March, July, and November.
2. Flow discharged from the groundwater lowering system to (lie irrigation pond shall be recorded continuously (when in use). A totalizing flow recording device shall be provided for reporting
cumulative daily flow.
W00034 i:ersion 1.0 J Attachment A 1 J6 of 7

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
Permit Number: WQ0032289 Version: 1.0
PPI 007 — GROUNDWATER LOWERING DISCHARGE — PHASE III (Q = 1,269,930 GPD)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit br thru treatment plant - 50050
1,269,930
GPD
Continuous z
Recorder
BOD, 5-Day (20 Deg. C) - Concentration - C0310
3 X Year'
Grab
Coliform, Fecal MF, M-FC Brolh,44.5C - 31616 (geom.mean)
2 X Week
Grab
Carbon, Tot Organic (TOC) - 00680
2 X Week
Grab
Chloride (as Cl) - 00940
3 X Year'
Grab
Nitrogen, Ammonia Total (as N) - Concentration - C0610
2 X Week
Grab
Nitrogen. Nitrate Total (as N) - 00620
2 X Week
Grab
Nitrogen. Total (as N) - Concentration - C0600
2 X Week
Grab
p1l - 00400
2 X Week
Grab
Phosphorus, Total (as P) - Concentration - C0665
2 X Week
Grab
Solids. Total Dissolved - 70295
3 X Year'
Grab
3 X Year sampling shall be conducted in March, July. and November.
' Flow discharged from the groundwater lowering system to the irrigation pond shall be recorded continuously (when in use). A totalizing flow recording device shall be provided for reporting
cumulative daily flow.
WQ0034753 Version 1.0 Attachment A Page 7 of 7

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WQ00347+—ersion 1.0 Attachment A F,/ of 7

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0034753 Version: 1.0
JUSA UTILITIES BRIDGETON, LTD. — BRIDGETON HARBOR WWTP
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS '
Basin
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Loading
Rate
Units
1
JUSA Utilities Bridgeton, Ltd.
Craven
35'09'30"
77'01'32"
2.07
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/112
2
JUSA Utilities Bridgeton, Ltd.
Craven
35'09'31"
77001'10"
2.25
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/RZ
3
JUSA Utilities Bridgeton. Ltd.
Craven
3500930"
77001-30"
2.09
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/ftZ
4
JUSA Utilities Bridgeton. Ltd.
Craven
35009'31"
77001'27"
2.11
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/RZ
5
JUSA Utilities Bridgeton, Ltd.
Craven
35'09'31"
77001'25"
2.13
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD1W
6
JUSA Utilities Bridgeton, Ltd.
Craven
35009'31"
77001-22"
2.15
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/RZ
7
JUSA Utilities Bridgeton, Ltd.
Craven
35009'31"
77001'20"
2.17
Tomotley fine sandy loam
01284 -Application Surface Irrigation
0.797
GPD/11Z
8
JUSA Utilities Bridgeton, Ltd.
Craven
35'06'31"
77001'l7"
2.19
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/ftZ
9
JUSA Utilities Bridgeton, Ltd.
Craven
35°09'31"
77001-14"
2.21
Tomotley fine sandy loam
01284 - Application Surface Irrigation
0.797
GPD/RZ
10
JUSA Utilities Bridgeton. Ltd.
Craven
35009'31"
77001' 12"
2.23
Tomotley fine sandy loans
01284 - Application Surface Irrigation
0.797
GPD/ftZ
Totals
21.60
WQ0034753 Version 1.0 Attachment B Page 1 of I

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ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Bridgeton Harbor WWTP
Piezometer requirements: PZ-I through PZ-20
Phase I —PZ-I through PZ-8 (Infiltration Basins 7, 8, 9, and 10)
Phase II — PZ-9 through PZ-14 (Infiltration Basins 4, 5, and 6)
Phase III — PZ-15 through PZ-20 (Infiltration Basins 1, 2, and 3)
Permit Number: WQ0034753
Version: 1.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
Weekly
Calculated
1.2, 3
I. 3 X year monitoring shall be conducted in March. July & November.
2. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
ofcasing) of all monitoring wells shall be surveyed relative to a common datum.
3. Piezomelers shall be reported consistent with the nomenclature and location information provided in Figure 3 and this attachment.
WQ0034753 Version 1.0 Attachment C Page I of 3

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Bridgeton Harbor WWTP
Monitoring well requirements: MW-1 through MW-7
Phase I — MW-1, MW-2, and MW-7 (Infiltration Basins 7, 8, 9, and 10) '
Phase II — MW-3, and MW-6 (Infiltration Basins 4, 5, and 6)
Phase III — MW4, and MW-5 (Infiltration Basins 1, 2, and 3)
Permit Number: WQ0034753 Version: 1.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
3 X Year
Calculated
1,2,3
pil - 00400
6.0-8.5
S.U.
3 X Year
Grab
1,2
Coliform, Fecal MF, M-FC 13roth,44.5C - 31616
3 X Year
Grab
1,
Carbon, Tot Organic (TOC) - 00680
3 X Year
Grab
1,6
Chloride (as Cl) - 00940
250
mg/I
3 X Year
Grab
1,
Nitrogen, Ammonia Total (as N) - 00610
3 X Year
Grab
1,
Nitrogen, Nitrate Total (as N) - 00620
10
mg/l
3 X Year
Grab
1,
Phosphorus, Total (as P) - Concentration - C0665
3 X Year
Grab
I,
Solids, Total Dissolved - 70295
3 X Year
Grab
1,
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
1,4,5
1. 3 x Year monitoring shall be conducted in March, July & November, Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of ptl shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points ((op of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
WQ00347_ ersion 1.0 Attachment C ge 2 of 3

4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 621OD, PQL at 0.5 tig/L or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration. PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table Vill of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Washington Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/I are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/I, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figures 2 and 3 and this attachment.
WQ0034753 Version 1.0 Attachment C Page 3 of 3

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}
ATTACHMENT D — APPROVED BULK FILL RECLAIMED WATER USES
Permit Number: WQ0034753
Bridgeton Harbor WWTP
Certif cation Date — July 1, 2010
Version: 1.0
APPROVED USES
ADDITIONAL REQUIREMENTS AND COMMENTS
For use by Permittee or permitee affiliations (i.e. construction contractors).'
Fire fighting and fire extinguishing
Must meet Public Water Supply requirements
Reclaimed water distribution line pressure testing
Provided the water is returned to the sanitary sewer, or used for other approved reclaimed
water uses after testing.
Vehicle and equipment washing
Provided that no ponding or run-off of the reclaimed water occurs.
Concrete cutting
Decorative ponds and fountains that drain to sanitary sewer systems
Hydro -seeding and fertilizer mixing
Irrigation of public and private landscapes and turf
Make-up water for brine slurry or similar
Brine slurry to be applied to roads to prevent freezing.
Make-up water for preparation of pesticide solutions or similar
Use of reclaimed water does not exempt user from meeting the use and disposal
re uirements of the created solution.
Non -potable processes such as concrete production and compost production
Must meet compost permit requirements.
Sewer cleaning
Soil compaction and dust suppression
May include irrigation to clay orsynthetic clay tennis courts, or similar.
Street sweeping (not street washing)
Subsurface Directional Boring
Does not include borings into bedrock or installation of any wells subject to 15A NCAC 2C
- Well Construction Regulations.
Vehicle washing and power washing
Provided that dual disinfection with UV and chlorination is provided, and that no ponding or
run-off occurs.
' All users must complete educational training and receive certification prior to receiving bulk reclaimed water from the permitted facility.
WQ0034753 Version 1.0 Attachment D Page I of I

RECEIVED I DENR I DWQ
AQl11FFR-PPUPr.TIt)N SFCTION
MAY 4 3 Zaig
NORTH CAROLINA
SEWER DEVELOPMENT AND
SERVICE AGREEMENT
CRAVEN COUNTY
THIS SEWER DEVELOPMENT AND SERVICE AGREEMENT
rA4zr-cd—
("Agreement") is made and enterr�ed into this �ay off, 2010, by and between
the TOWN OF BRIDGETON ("Yawn"); and ,IUSA UTILITIES BRIDGETON,
LTD. (" TUSA"). FIRST CRAVEN SANITARY DISTRICT ("ECSD") is a party to
this Agreement only for the limited purposes set forth in Article 6 herein.
WITNESSETH:
ARTICLE 1
Authority
Without limitation, the following portions of the Constitution and. General
Statutes of North Carolina are recited herein as authority for this Agreement -
North Carolina Constitution, Article V §2() - Contracts
"The General Assembly may enact laws whereby the State, any county, city
or town, and any other public corporation may contract with and appropriate money to any
person, association, or corporation for the accomplishment of public purposes only."
2_
N. C. G. S. §164A-11 - Corporate powers
"The inhabitants of each city heretofore or hereafter incorporated by act of the
General Assembly or by the Municipal Board of Control shall be and remain a municipal
corporation by the name specified in the city charter. Under that name they shall be
vested with all of the property and rights in property belonging to the corporation; shall
have perpetual succession; may sue and be sued; may contract and be contracted with;
may acquire and hold any property, real and personal, devised, bequeathed, sold, or in
any manner conveyed, dedicated to, or otherwise acquired by them, and from time to
time may hold, invest, sell, or dispose of the same; may have a common seal and. alter

and renew the same at will; and shall have and may exercise in conformity with the city
charter and the general laws of this State all municipal powers, functions, rights,
privileges, and immunities of every name and nature whatsoever.
All documents required or permitted by law to be executed by municipal
corporations will he legally valid and binding in this respect when a legible corporate
stamp, which is a facsimile of its seal, is used in lieu of an imprinted or embossed
corporate or common seal."
3.
N.C.G.S. § 160A-312. Authority to operate public enterprises
"(a) A city shall have authority to acquire, construct, establish, enlarge,
improve, maintain, own, operate, and contract for the operation of any or all of the public
enterprises as defined in this Article to furnish services to the city and its citizens. Subject
to fart 2 of this Article, a city may acquire, construct, establish, enlarge, improve,
maintain, own, and operate any public enterprise outside its corporate limits, within
reasonable limitations, but in no case shall a city be held liable for damages to those
outside the corporate limits for failure to furnish any public enterprise service.
(b) A city sball have full authority to protect and regulate any public
enterprise system belonging to or operated by it by adequate and reasonable rules_ The
rules shall be adopted by ordinance, shall apply to the public enterprise system both
within and outside the corporate limits of the city, and may be enforced with the remedies
available wader any provision of law."
ARTICLE 2
Definitions
2.1 "Agreement" means and refers to this Sewer Development and Service
Agreement, and any amendment hereto.
2.2 "FCSD" means and refers to First Craven Sanitary District, a sanitary
district created pursuant to Chapter 130A of the North Carolina General Statutes.
2.3 "gpd" means and refers to "gallons per day".

2A "JUSA" means and refers to JUSA Utilities Bridgeton, Ltd., a limited
partnership organized and existing by virtue of the laws of the State of Florida, and
authorized to do business in North Carolina, and any of its authorized successors or
assigns-
2-5 "Town" means and refers to the Town of Bridgeton, a municipal
corporation organized and existing by virtue of the laws of the State of North Carolina
2.6 "NVWU" means and refers to a planned wastewater treatment plant and
related effluent disposal system, to be constructed at the real property more particularly
described in Exhibit "A", with an initial permit capacity of 250,000 gpd, an ultimate
design capacity of at least 3,000,000 gpd after no more thann 12 incremental expansions,
and with no single expansion less than 250,000 gpd. In the event that JUSA builds a
reclaimed wastewater system, then the term "WWTP shall include the same. However,
JUSA is not obligated to build a reclaimed wastewater system.
ARTICLE 3
Recitals
3.1 Town provides sewer services to certain parcels of land within its
municipal boundaries. Its wastewater collection, treatment and disposal system has a
current capacity of 75,000 gpd, but this amount may increase before JUSA commences
operation of the WWTP.
3.2 JUSA is a limited partnership, organized and existing by virtue of the laws
of the State of Florida. and is authorized to do business in the State of North Carolina
3.3 The Town and NSA have reached an agreement whereby JUSA will: (i)
design and construct a new wastewater treatment plant, effluent disposal system, and
related collection and transfer piping and appurtenance, said system to have a maximum
capacity of 3,000,000 gpd; (ii) upon certain guidelines, transfer ownership of the same to
the Town; and (iii) provide for the future operation and maintenance of this new
wastewater system, whereby the Town shall be the sole customer of the VJVtirIP. Further,
NSA will transfer to Town all off -site improvements related to the WWTP, if any.
3.4 FCSD is a party to this Agreement for the sole purpose of potential rights
it may have hereunder to purehase the WWTP under Article 6.
I

3.5 Now, therefore, be it mutually agreed by and between the Town and JUSA
as follows:
ARTICLE 4
Design and Construction of WWTP
Subject to the terms and conditions of this Agreement, .NSA shall;
4.1. Design, construct and pay for.
A. The WWTP, and all matters incidental thereto;
B. All necessary lift stations, force mains, piping, collection and other
transmission infirmstructure to transport the Town's current (and future) wastewater from
the site of the Town's current wastewater treatment plant to the WW - and,
C. All lift stations, force maim, piping, collection and other
transmission infrastructure for any property within the Town and any area of the Town's
extraterritorial jurisdiction. The same shall meet then then -current standards and
requirements of the Town.
4.2 Allow the Town to inspect any work in progress at any time during
construction of the WWTP and any incremental expansion.
4.3 Provide to Town copies of all applications to, agreements with, and
permits from any federal, state or local government or agency, which may include but are
not limited to the North Carolina Department of Transportation and the North Carolina
Department of Environment and Natural Resources.
4.4 Upon completion of any phase of the WV lP or any appurtenance related
thereto, NSA shall provide Town with one (1) complete copy of "as -built" plans, with i
such other details as Town may reasonably request.
4.5 No later than the date the WWTP first becomes operational, JUSA shall
satisfy in full and pay all liens, debts and obligations related to the Town's current
wastewater collection, treatment and disposal system, including but not limited to all
remaining USDA -Rural Development (formerly known as "Farmers Home
Administration" or "FHA") loans and debt obligations related to the same. The Town
represents that there are no debts or obligations related to the current wastewater
4

collection, treatment and disposal system except to USDA and the balance due leas not
increased in the past two years.
4.6 Except as otherwise provided herein, JUSA shall be solely responsible for
the design, construction, installation, and cost of the WWTP, and shall be solely
responsible for all reasonable costs and expenses incurred by the Town related to the
same, including but not limited to its reasonable engineering and attorney fees.
ARTICLE 5
Operation and Maintenance of WWTP
Once the WVFIT has become operational, JUSA shall be responsible for the
operation,, maintenance and costs of the WWTP -until such time as its obligations for the
same have been terminated in accordance with this Agreement. In the operation and
maintenance of the WWTP, JUSA shall:
5.1 JUSA shall operate and maintain the WWTP in a reasonably efficient
manner, and shall take such reasonable action as may be necessary to provide sanitary
sewer service exclusively to the Town as set forth herein. Temporary or partial failures
to receive or treat wastewater shall be remedied as soon as reasonably possible.
Emergency failures of transmission or treatment due to main breaks, power failure, flood,
fire, earthquake, acts of nature, or other accidents or catastrophes beyond the control of
JUSA shall excuse NSA from providing service for such reasonable period of time as
may be necessary to restore service.
5.2 Maintain and operate the WTTP in a manner that meets or exceeds the
requirements of all permits, as well as all laws, rules and regulations affecting the same,
as they exist now or in the future. '
53 Allow the Town reasonable access to the WWTP for inspection from time
to time as may be deemed necessary by the Town.
5.4 Allocate all sewer capacity of the WWTP, and receive all wastewater from
the Town only; and shall not sell or otherwise commit capacity to, or otherwise receive
wastewater from third -parties. Notwithstanding anything in this Agreement to the
contrary; this obligation shall extend to JUSA, its successors or assigns, until the sooner
of: (i) thirty (30) years from the Effective Date; (ii) the Town's written consent; or (iii)
5

acquisition of the WWTP by the Town. After the transfer or allocation of the Town's
existing capacity, the Town may purchase additional bulk capacity that can be allocation
in the Town's discretion. At no time, however, shall the Town comnrit more capacity
than has been purchased by the Town. Any large allocation of capacity must be approved
by the Town and JUSA.
5.5 Provide written notice to the Town within ten (1 D) days of JUSA's receipt
of any notice of violation, or similar notice, affecting the operation of the WWTP. Such
notice shall include copies of any notice of violation or similar documentation.
ARTICLE 6
Sale of WWTP
At: (i) aaay time during the term of this Agreement; or (ii) upon termination of this
Agreement, default, or JUSA receiving a bona fide written offer to sell the WWTP to a
third -party, then Town shall have the right, but not the obligation, to purchase, and in
such an event JUSA shall sell, the WWTP and all appurtenances related thereto, as well
as the real property described in Exhibit "A", to the Town. The following conditions
shall control such sale:
61 Upon termination of this Agreement, default, or NSA receiving a bona
fide written offer to sell the WWTP to a third -party and JUSA confirms in writing to the
Town its intent to accept said offer with a copy of the offer included therewith, Town
shall have 45 days from such event to provide written notice to JUSA of its intent to
exercise its right to purchase the WWTP hereunder.
6.2 The purchase price shall be determined by mutual consent. However, if
the parties do not consent, then each party shall obtain an appraisal fxorn an appraiser
experienced i.n the appraisal of sewerage treatment plants or systems, and the appraisals
shall be in accordance with the applicable appraising standards for a wastewater system;
and the purchase price shall be the average thereof.
6.3 At closing, JUSA shall execute such general warranty deeds, bills of sale,
assignments of all permits and licenses of every kind, lien waiver affidavits and any other
documents necessary to accomplish the same; as well as an opinion on title issued by an
attorney licensed to practice law in North Carolina that JUSA owns the WWTP and
r_

associated real property in fee, and that there are no liens or encumbrances related to the
same not otherwise acceptable to Town. The purchase price shall be paid by certified or
attomeys trust check at closing.
6.4 Closing shall occur within twelve (12) months of the Town (or if
applicable FCSD) exercising its option to purchase the WWTP; however, at any time
prior to closing, the Town (or if applicable FCSD) may elect to terminate its right to
purchase the WWTP after it was exercised_ Town (or if applicable FCSD) shall be
granted an additional six (6) months to close upon providing JUSA satisfactory evidence
that the Town (or if applicable FCSD) is pursuing funding to purchase the WWTP, and
that such funding is available.
6.5 Should Town fail to purchase the WWIT clue to termination, default or its
right of first refusal upon receipt of a bona fide written offer from a third -party, or having
exercised its right to purchase the WWTP it thereafter terminates this right prior to
closing, FCSD shall have the right to purchase the same on the same terms as set forth
above within twelve (12) months of the event giving rise in FCSD to purchase the same
hereunder.
6.6 In the event that neither the Town nor FCSD exercise its right to purchase
the WW , then JUSA may sell the WWTP to a third -party upon such terms and
conditions it so desires.
ARTICLE 7
Compensation for Sewer Service
For so long as JUSA operates the WWTP:
7.1 JUSA shall charge the Town for sewer treatment capacity as follows:
A. An initial one time capacity purchase fee of $13.87 per gallon.
This fee may be amended as more particularly set forth in Section 7.1 (C) below.
B. An initial treatment fee of $2.31 per one thousand gallons treated
at the WWTP. This fee may be amended as more particularly set forth in Section 7.1 (C)
below.
C. Future increases for the capacity purchase fee and/or treatment fee
shall be determined by a consulting engineering firm mutually agreed to by the parties,
7

based on those factors set forth in the standards for wastewater u ility operations for this
region of the United States, further taking into consideration increased cost of
construction for future expansion and other cost as set forth in standards for the
wastewater utility operations
7.2 If constructed, JUSA shall sell all irrigation water which is a by-product of
effluent disposal through a reclaimed wastewater system to the Town only. JUSA shall
not sell or otherwise commit or provide the same to any third -parry without the express
written consent of the Town. Such irrigation water shall then be provided by the Town to
future development per the Town's then -current policy, at a rate determined at the time
when irrigation water is available and shall be provided at no cost unless JUSA is
required to construct any facilities to trausport the irrigation water from the WWTP site.
If JUSA is required to provide any convenience system including pump stations, then
JUSA reserves the right to charge the Town for irrigation water based on the cost of
construction amortized over the life of the constructed facilities as per industry standards
and operational costs associated therewith.
7.3 All charges hereunder shall be billed by the 1st of each month, and due no
later than 20t' of the same month.
ARTICLE 8
Other Ri 'bts and Res onsibilities of JUSA
In addition to the other rights and responsibilities of JUSA contained herein,
JUSA shall:
8.1 Indemnify and hold Town harmless, including the Town's elected
officials, agents, insurance carriers and employees, from and against any and all claims,
demands, payments, suits, actions, costs, recoveries, and judgments of every kind and
description brought out of or occurring in connection with, directly or indirectly, the
design and construction of the WWTP, as well as the operation and maintenance of the
WWTP for so long as NSA is responsible for the same.
8.2 Reimburse Town for any and all costs incurred by the Town related to the
design, construction, operation and maintenance of the WWTP, including but not limited
e

to engineer fees, inspection fees, and attorneys fees, but excluding the costs of removal of
the existing wastewater treatment plant.
8.3 Ensure that all work related to the WWTP shall be in accordance with any
other rule, policy, or regulation of the Town, or any otber Federal or State agency,
whether Or not explicitly identified herein.
8.4 For so long as IUSA owns and/or operates the WWTP, .TUSA shall
maintain general liability insurance in an amount not less than $3,000,000.00; maintain
hazard insurance in an amount not less than 110% of the replacement value of the
WWTP and appurtenances related thereto; and maintain workmen's compensation
insurance in an amount not less that the statutory minimum amount..
8.5 Not encumber or otherMse pledge the WWTP and the appurtenances
thereto for any purpose, other than as may be required for the initial construction of the
WWTP (or any incremental expansion), without the express written consent of the Town,
which consent may be withheld for any reason.
ARTICLE 9
Other Ri hts and Responsibilities of Town
In addition to the other rights and responsibilities of the Town contained herein,
the Town shall:
9.1 Own and maintain all existing gravity sanitary systems, manholes, life
stations, force mains, piping, collection systems and appurtenances related thereto that
exist as of the date of this Agreement, or that are constructed and serviced by the WWTP
in the future, but expressly excluding those that are an integral component of the WW fP i
itself. The same shall be maintained in a manner meeting or exceeding utility industry
standards, including infiltration. NSA shall have no obligation, financial or otherwise,
related to the same. Any new lift stations, force mains, piping, collection systems and
appurtenances installed by fUSA, shall remain the property of .TUSA for purposes of
determining the appraised value.
9.2 In the event that JUSA provides irrigation water through a reclaimed
wastewater system, the Town shall amend its town subdivision ordinance to require that
all future development of tracts of land which are subject to the Town subdivision
0

ordinance, consisting of more than eight (9) lots, shall have installed as a part of their
infrastructure requirements a separate irrigation system, sized so that said development
will allow irrigation of all parcels so developed_
9.3 The Town shall have the authority to adopt any ordinances, rule or
policies governing wastewater services to any of its customers. and charge any and all
costs, rates or fees to its wastewater customers, all in its sole discretion.
ARTICLE 10
Other Terms and Conditions
10.1 Conditions Precedent. This Agreement, and the terms and obligations
contained herein, are conditioned upon the occurrence of the following;
A. Receipt of an Order by the North Carolina Utilities Commission
that JUSA is not a public utility,
& Approval for a wastewater treatment permit and construction
permit for the W WTP by the State of North Carolina
10.2 The parties expressly acknowledge that once the WWTP becomes
operational, the Town's existing wastewater treatment plant, and collection and disposal
system, shall remain the sole property of the Town. The Town is under no obligation to
continue to operate the same, and may dispose of it as it deems best
103 The Town's permits and rights to discharge its effluent into the Meuse
River, and its effluent disposal loading rate capacity, shall remain the property of the i
Town.
10.4 Once the WWTP becomes operational, Town shall be entitled, without
compensation to JUSA, to the then current capacity of its then current sewer treatment
plant, or 75,000 gpd, whichever is greater
10.5 The parties expressly acknowledge that the amount of irrigation water
provided by JUSA to Town hereunder is not guaranteed or warranted.
10.6 At no time may JUSA change, modify or substitute its general partner,
without the express written consent of the Town, which consent shall not be unreasonably
withheld.
l0

10.7 The parties expressly acknowledge that due to the subject matter and
scope of this Agreement, it is impossible to anticipate and foresee all future requirements
and needs to accomplish the purposes of this Agreement. Consequently, the panics will
use good faith and exercise reasonable judgment in undertaking other obligations
necessarily incidental to the purposes contemplated by this Agreement.
ARTICLE 11
Terre; Termination
11.1 Termination: This Agreement may be terminated by either party as
provided herein or by a written agreement signed by both parties. F'CSD shall not be
considered a necessary party to this Section 11.1, but in such event, FCSD shall have the
right to purchase the WWTP as set forth in Article 6.
11.2 Insolvency of JUSA or its General Partner. Town shall have the right, in
its discretion, to declare the Agreement terminated, if (1) by the order of a court of
competent jurisdiction, a receiver, liquidator, custodian or trustee of JUSA or its general
partner (or their successor or assigns), shall be appointed and the order shall not have been
discharged within sixty (60) days, or if, by decree of such a court, NSA shall be adjudicated
insolvent or a major part of its property shall have been sequestered and such decree shall
have continued undischarged and unstayed for sixty (60) days after the entry thereof, or if a
petition to reorganize JUSA pursuant to the Federal Bankruptcy Code or any other similar
statute applicable to JUSA, as now or hereinafter in effect, shall be filed against JUSA and
such petition shall not be dismissed within sixty (60) days after such filing, or JUSA shall be
adjudicated bankrupt or shall file a petition in voluntary bankruptcy under any provision of
any bankruptcy law or shall consent to the filing of any bankruptcy or reorganization
petition against it under any such law; or (2) NSA shall make an assignment for the benefit
of its creditors, shall admit in writing its inability to pay its debts generally as they become
due, or shall consent to the appointment of a receiver or liquidator or trustee or assignee in
bankruptcy or insolvency of it or of a major part of its property.
113 Default. In the event either party fails to perform its obligations under this
Agreement in any material respects, the non -defaulting party may terminate this Agreement
as a result of such failure by giving the defaulting party thirty (30) days prior written

notification; provided, however, the defaulting party shall have said thirty (30) days to cure
such material failure and/or to perform, and upon such cure any notice of terminations shall
be void. In addition, if JUSA, its successors or assigns fail to keep the Wi7i''TP in operation,
the Town can operate the system until a Court orders otherwise or
ARTICLE 12
Notices
Unless otherwise provided herein, all demands, notices, approvals, consents,
requests, opinions and other communications hereunder shall be in writing and shall be
deemed to have been given when delivered in person or mailed by first class registered or
certified mail, postage prepaid, addressed to -
Town
P.O. Box 570
Bridgeton, North Carolina 28519
Attn: Mayor
with a copy to Bridgeton Town Attorney
416 Pollock Street
P.O. Drawer 889
New Berri, NC 28563
Attn.. Jimmie B. Hicks, Jr.
NSA
2404 N. Rio Grande Avenue
Orlando, Florida 32804
Attn: Russell L. Mills
Town and JUSA may, by notice given hereunder, designate any further or
different addresses to which subsequent demands, notices, approvals, consents, requests,
opinions or other communications shall be sent or persons to whose attention the same
shall be directed.
12

ARTICLE 13
Miscellaneous
13.1 Entire Agreement; Modification. This Agreement supersedes all prior
agreements and constitutes the entire agreement between the parties hereto with regard to
the subject matter hereof It may not be amended or modified except by an instrument
executed by all parties_ No officer or agent of the Town other than the governing body of
the Town shall have the power to amend, modify, or alter this agreement, or in any way
waive any condition hereof or to legally bind the Town, or to make any promise or
representation not contained herein.
Notwithstanding anything to the contrary contained in this Agreement, in the
event of an emergency situation created beyond the control of either party, the Mayor or
his designee on behalf of the Town may mutually agree to a modification or alteration of
the terms of this Agreement in order to address the emergency situation. Any such
modification or change shall continue in effect only as long as the emergency continues
to exist or until the governing board of the Town directs its discontinuance, whichever
occurs earlier
13.2 Severabilrty. If any of the: provisions of this Agrecment shall be held by a
court of competent jurisdiction to be unconstitutional or unenforceable, the decision of such
court shall not affect or impair any of the remaining provisions of this Agreement, and the
parties shall, to the extent they deem to be appropriate, take such actions as are necessary to
correct any such unconstitutional or unenforceable provision. It is hereby declared to be the
intent of the parties to this Agreement that this Agreement would have been approved and
executed had such an unconstitutional or unenforceable provision been excluded therefrom.
133 Bindinp_Effect. This Agreement shall be binding upon and inure to the
benefit of the parties hereto and their respective legal representatives, successors, and
assigns.
13.4 Assn meet. This Agreement may not be assigned by either party without
the express written consent of the other party
13.5 Covenant of Further Assurances. The parties agree that from and after the
date of execution of this Agreement, each upon the request of the other take such actions as
may be reasonably required to carry out the purpose and intent of this Agreement.
I3

13.6 Multi le O ' finals_ This Agreement may be executed in duplicate multiple
originals, each of which shall be deemed an original but all of which together shall
constitute one and the same instrument_
13.7 Governing Law; Venue. This Agreement shall be construed in accordance
with and governed by the laws of the State of North Carolina. Venue for any action,
whether at law or in equity, shall be in Craven. County, North Carolina_
13.8 Re-_ulatory Agencies; Cooperation. The parties acknowledge that this
Agreement, and their mutual obligations hereunder, are subject to applicable State and
Federal rules, regulations, or laws governing the subject matter hereof The parties will
cooperate with each as may be necessary for the same.
IN TESTIMONY WHEREOF, the parties .hereto have duly executed this
Agreement in duplicate originals, a copy of which is retained by each of the parties, the
day and year first above written.
[SIGNATURES PAGES TO FOLLOW]
E

TOWN OF BR DGE '®N
By: �l i i�r6Y
ROD WILIAMS, Mayor
ATTEST:
Elaine Bryan, To Cle
SEAL -
NORTH CAROLINA
CRAVEN COUNTY
°Notary Public in and for said County and State,
do hereby certiN that on the day of �°f2010, before me personally
appeared RODMAN WILLIAMS, with whore I am personally acquainted, -who, being by
me duly sworn, says that he is the Mayor and that ELAINE BRYAN is the Town Clerk
for the Town of Bridgeton, the municipal corporation described in and which executed
the foregoing instrument; that he knows the common seal of said municipal corporation;
that the seal affixed to the foregoing instrument is said common seal; that the name of the
municipal corporation was subscribed thereto by the said Mayor; that the said common
seal was affixed, all by order of the Town Council of said municipal corporation; and that
the said instrument is the act and deed of said municipal corporation.
a� C
WITNESS my hand and notarial seal, this /d day of
2010.
My Commission Expires:
7 "(
Y PUBLIC
io �ra�c
GFi _0 AN HONy GA fi RA
f NARY Pum,
r,FWEN COUCMy
c .iF p� l�riir'c1 P,Rat`IdA
1J

JUSA UTILITIES BRYDGETON, LTD
By: ]USA Management, LLC its
General Partner
By:
"Mills.,
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this 12'�' day of March, 2010, by
Russell L. Mills as Manager of JUSA Management, LLC, general partner of JUSA
Utilities Bridgeton, Ltd.
��''11
J. NEMN
_
k1Y COI OdI5S1bN � Dti 679956
L�:ndedihm Ndery ka* UWW4Thn.
Susan J. Nelso , otary ublic
State of Florida
Commission #DD876958
Expires 4/21 /2013
16

IN TESTIMONY W-IEREOF, FIRST CRAVEN SANITARY DISTRICT is
executing this Agreement for the sole and limited purpose of acknowledging its rights
under Article 6 of this Agreement.
FIRST CRAVEN SANITARY DISTRICT
By: —d �M- : &E FON, Chairman
ATTEST: lw. Vrc F-
a- 1, ecretary
-SEAL-
NORTH CAROLINA
CRAVEN COUNTY
�rt e�_ �An�l o n �.4 «�tnak, a notary public in and for said county and state,
do hereby cdrtify that on the /p day of jn4 a r r_ A , 2010, before me
personally appeared _E F. Ro.,., , whom I am personally acquainted, who,
being by me duly sworn, says that he is the Chatrrnan of First Craven Sanitary District, a
body politic, and that LE 17�—,ONKL,,U is the Secretary of First Sanitary
District, the body politic described in and which executed the foregoing instrument; that
he knows its common seal; that the seal affixed to the foregoing instrument is said
common seal; that the name of said body politic was subscribed thereto by the said
Secretary; that the said common seal was affixed all by order of its Board of Directors;
and that the said instrument is its act and deed.
WITNESS my hand and notarial seal, this 10 day of "c, c A 201 .
Y U
My eominission expires:
la - 9 -mall
17

THIS INSTRUMENT has been pre -audited in the manner required by the Local
Government Budget and Fiscal Control Act as amended -
Date:
Town of Bridgeton I'in ce cer
APPROVED AS TO LEGAL FORM WADEQUACY-
Bridgeton Town Attorney
9111SMVER0] 1LSSU.SSDC)CS1000 } 6987.D00_DOC
13?

Exhibit "A"
Read Property Bescriptio
image rp; 00OW17131334 T'����
' K1nd: DEEDYp@ ctP
281LJ Pa312 e 3 of 3
EXHMrT "A"
Being all of that certain tr= or parcel of land lying in No. Two Township, Craven County, North
Carotins and being shown on that survey titled 'Harbnsside 17 Partners, LLC, TRACT "A" &
Tract "B" dated December 12, 2008, and being u port m of that property rcmTdrd in Deed Book
2680, Page 359 and shown on that map recorded in Plat Cabinet "H", Slide 111-0 more
particular described as fnlloWS_
TRACT A. Beginning en a Set Rebar/Cep noted as Point "G" on that map by Maya and
Associates, PA dated De=nbw 12, 2008, and said paint of beginning bring lacxtzd the
ftallowiug comes and dislanaes ffom Point °B" as recorded in Plat Cabinet -H ", Slide 1 I 1-G and
thence from said Point "B" North 52 Degrees 24 Minutes 13 Seconds Fast for a distance of
144.44 Feet to an Existing Iron Rod;'thence North 77 Degrees 32 lvfinutes 26 Seconds West for
s distances of 331.24 Feet to on Existing Iron Pipe noted as Point "E`; Thence Noah 06 Degrees
32 Minutes 23 Seconds West for a distance of 561.021:ect to a Set Rebar/Cap at Point "G" being
the Point of Beginning: THENCE from said Point of BeginningNorh 80 Degrees 44 Mlrtutes
36 Seconds West for a distance of 103.92 Feet to a SET REBAR; Thesrcc North 80 Degrees 44
Minutes 36 Seconds West for a distance of 3638.49 Fcct to a SET REBAR IN A DITCH; Thence
along said ditch North 22 Dgpm 50 Mnutra 20 Seconds East for a di5t1u= of 2591.93 Feet to
an 00STING IRON ROD iN A DITCH INTEPSECT1ON; Thence along said ditch South 68
Degrees 49 Minutes 09 Seconds East for a distance of 3544.97 Fza to an EXISTING IRON
PIPE; Thence along said ditch South 68 Degreea 31 Minuins 42 Seconds Fast for a distenca of
483.51 Feet to an EXISTINO IRON ROD IN A DITCH; Thencc along said ditch South 18
Degrees 07 Minutes 58 Seconds West for a distance of 637.04 Feet to an EXISTING MON ROD
IN A DITCH QV7Ir MCnON; Thence along said ditch South 88 DeBr= 17 Minutes 14
St wxb East for a distance of 898.59 Fact to an EXISTING IRON PUT IN A DITCH
N1En. ECTION; Th=cs South 06 Degrees 32 Minutes 23 Seconds East for it (istarsae of
1433.29 Fact to a SET REBAR)W AT POINT "G" WHICH IS THE POINT OF BECIINNING
and being all of that tract noted as Tract "A". Said property contains 130.441 acres more or less.
Together with an aaaemant for the purposes of ingress, regraas, and the
instialLation and maintenance of uti3.ites as described in Book 2790
Page 368 Craven County 3.egistry.
z'.

r
Operation and Maintenance Flan
Wastewater "Treatment System Operation
The wastewater treatment system is a five staff-e biolouical nutrient removal system designed ftzr
nitrification and denitrification, with biological phosphorus removal supplemented by chemical
phosphorus removal by precipitation, when needed. This process has been shown to achieve as
low as 3 mg/L TN levels, or I mg,`L lower than the .effluent limitation associated with the
Bridgeton Harbor— Wastewater Treatment Plant. Phosphorus removal can be achieved as low as
1 ing/L. Since the target concentration of phosphorus is only 2 mg/L. the five stage system is a
cost and process efficient design. The system consists of a 269,500 gallon equalization basin,
three 45,838 gallon anaerobic tanks, three 83,013 gallon primary anoxic tanks, three 257,738
gallon aeration tanks, three 83,013 gallon secondary anoxic tanks, and three 19,815 reaeration
tanks.
Plant influent is pumped from the influent pump station into the headworks of the treatment
system. Each unit of equipment within the headworks is designed to handle peak flows equaling
3 MGD (peaking factor of 4). The headworks will consist of one vortex grit removal system
located at the head of the plant installed outside of the basins. The grit removal unit is highly
efficient and easy to maintain, with no internal moving parts. The greater the influent flow, the
greater solids removal it achieves and is thus well suited for peak flows.
Effluent from the grit removal system is transported for screeniml, conveying and compaction to
a spiral screw screen that operates on a single drive motor located above the equalization basin
along with a bypass channel including a static screen for maintenance and ernergencies. The
stainless steel screen panel of the screen/compactor is automatically cleaned by ]one wearing
segmented brushes that are attached to a one piece shaftless auger. The shaftless spiral transports
the screenings up the collection tube, where they are compacted and dewatered to 30-35% water
content.
The wastewater flows from the headworks into the 269,500 gallon equalization tank. Wastewater
flowing into the treatment facilities is subject to diurnal and seasonal fluctuations in quality and
quantity. Most waste treatment processes are sensitive to such changes. The equalization tank
serves to balance the extreme quality and quantity of these fluctuations to allow nonnal contact
time in the treatment facility. In the equalization tank, the wastewater is stirred up or agitated by
coarse bubble diffusers to mix the wastewater and maintain a desired dissolved oxygen level.
The next phase of the treatment process occurs in the anaerobic, anoxic, aeration, secondary
anoxic, and reaeration tanks. There are three treatment trains with the components of each train
described below.
• Anaerobic Tank: The anaerobic tank is a 45,839 gallon selector that serves as an
enhanced biological phosphorus removal basin. This tank receives influent flow from the
equalization basin and return activated sludge (RAS) firom the clarifier.
1USA Utilities Bri[leeson. Lid, by Jupiter USA Oprralion and Piaimenance Plan
Bridecion Harbor - W WTP
NbcConncll e Acsociatcs, P.C_ Project No.; A40301,50 1

• Primary AnoxieJank: The anoxic tank: is an 83,013 gallon Selector that serves as the
denitrifying basin. This tank receives floe- f-o n the anaerobic tank and mixed liquor
recvcic (MLR) containing nitrate from the aeration basin.
• Aeration Basin: The: aeration basin is a 257,738 gallon tank containing fine bubble,
membrane diffusers. These devices serve to increase dissolved oxygen (DO) levels to at
least 2 ing/L while allowing some flexibility in their operation; to maintain mixed liquor
suspension by inixing; and to assist in the coagulation of phosphorus with alum in the
chemical removal process when desired.
• Secondary Anoxic Tank: The second anoxic tank is an 83,013 gallon tank where
denitrification of the nitrate that did not get recycled to the first anoxic tank occurs. This
tank makes it possible to achieve effluent limits of 3 Ong/L TN content to be achieved
under optimal conditions.
• Reaeration Tank: The final aerobic tank is a 19,815 gallon tank equipped with coarse
bubble diffusers that add oxygen to prince the effluent before clarification and strip
nitrogen gas from the wastewater.
The wastewater then enters a 36 foot diameter secondary clarifier. RAS from the clarifier is then
pumped to the beginning of the treatment train, or waste activated sludge (WAS) is pumped to
the aerobic digester.
The single aerobic digester is a 305,400 gallon tank that is mixed and aerated using coarse bubble
diffusion. Here, partial sludge stabilization takes place before it is removed from the facility to
undergo further stabilization. The sludge stabilization process serves to reduce pathogenic
organisms, and odors and vector attraction to create a non -putrescent sludge. The resulting
sludge from the aerobic digester is decanted before it is pumped to a dewatering box. The
remaining liquid is then recycled through the plant. A sludge processor further stabilizes the
sludge by composting or by other means such as lime addition before it is used or disposed of.
Effluent wastewater from the clarifiers is then directed to the filter room, where it is treated by
filtration through disc filters. Disc filters are high -rate infiltration devices that consist of
monofilarnent fiber or fiber pile filter panels that are rated to 10 microns. Floating or sinking
material in the filter is captured during normal flow as well as during automatic backwash cycles
of the disc filter. Following filtration, the effluent passes through a turbidimeter. The
turbidimeter assesses the turbidity of the water by passing light through the liquid and measuring
how much light was transmitted. This serves to ensure that the required effluent levels are being
met in the plant. In the event that the wastewater does not meet the set level, the wastewater is
directed to a 5 day upset pond by way of a 3-way valve, before it is returned to the head of plant
and re -treated.
Following the disc filters, the effluent undergoes ultraviolet light (UV) disinfection in concrete
channels. The UV disinfection channel exposes the wastewater to ultraviolet lamps that emit
light at a wavelength of 254 nanometers. At this frequency and at a specific intensity, the light
irradiates pathogens, penetrates their cells, and inactivates them to a harmless state. At this point
the waste water is passed through a parshall flurne with ultrasonic flow meter. Finally, the
treated wastewater is pumped to a water storage tank and hydropneumatic tank that is used for
JUSA U01ilies Bridgclon, Lid. h. Jupiter USA operatiotTand Niiintena ice Plan
Brideetoti Har$oa- WWTP
D1acCorinell &-Associates, P.C. Project No.: .A403111,50 2

plant process water. or to a series of infiltration basins where the waste%ater- is restored to
comply with groundwater standards.
The 220,000 gallon water storage tank will contain a surplus of water for convenience in
construction or other purposes, as well as to supply a hydropneumatic tank located within the
filter room of the treatment plant. This hydropneunatic tank is responsible for supplying plant
process water at a pressure of at least 50 pounds per square inch ( psi) to all locations of the plant,
This plant process water is used for automatic backwashing of eyuiptnent and other purposes.
The hydropneurnatic tank is designed to meet various floNv demands at a sufficient pressure
throughout the plant.
Infiltration Basin System Operation
The final effluent that is not directed to the reuse water storage tank is purnped to ten excavated
infiltration basins. These infiltration basins are approximately 96,000 square feet in area each
and will cover a total area of approximately 50 acres in the south western section of the property.
Each basin is approximately 105 feet wide and 1,070 feet in length to the inside beans. They are
excavated to an average depth of 8 feet below the existing ground level or until all restrictive clay
layers are removed and the sandy layer is penetrated. Berms are constructed around each basin to
a height of 15.5 feet above sea level providing at least two feet of freeboard. The basins shall be
constructed in three phases. For each phase of infiltration basins, effluent will be simultaneously
discharged into a maximum of two infiltration basins at any given time. Flow will be measured
with an open channel Parshall flune and ultrasonic flow meter before it is purnped to the
infiltration basins. Since only two basins art being used simultaneously, each basin will receive
half of the measured flow. The level shall be measured using stream gauges installed near the
inlet side of each basin to monitor the performance of each basin. Piezometers will be installed
between each basin and groundwater lowering drain (two per basin) to monitor the groundwater
level around the basins.
The infiltration basins are surrounded by 6-inch. high-derisity polyethylene drains at a distance of
50-feet from the water surface of the basins that lie at the bottorn of 8 foot deep excavated
trenches filled with pea gravel. Cleanouts shall be installed at one end of each drain for
maintenance and flushing. If it is determined that a given infiltration basin does not require
trench drains to operate sufficiently, individual drains can be shutoff by closing a gate valve at
the down stream end of the pipe. Groundwater that enters the drains will flow north and
discharge into an l I -foot deep trench that runs perpendicular to the length of the infiltration
basins. This trench is sloped to the east, with flow being directed into a pump station. The pump
station will consist of two 1,000-gprn Bator pumps that will pump the groundwater to an
irrigation pond, before it is either allowed to drain off the property via existing ditches, or
potentially spray irrigated throughout the property. The pump station shall be activated manually
or automatically with floats or pressure bell. The pumps shall also be equipped with a magmeter
to monitor the quantity of groundwater being pumped from the groundwater lowering trench.
Any groundwater pumped via the groundwater pump stations will then enter the irrigation pond.
The irrigation pond is a 1.65 acre square pond that will be used for storing purnped groundwater.
This water will then be used either to irrigate the property, or excess water will overflow via a
level spreader into an existing drainage ditch on the site. The irrigation pond is 3 feet in depth
from the bottom to the overflow outlet. The pond will be lined with excavated clay material and
JUSA Ulililies Britigelon. l_td, h_. Jupitci USA Operalion and T.Taintcaance Platt
Bridgeton Harbor - W WTP
Mac Connell & Associates. P.C. Project No.: A4030L50 3

will consist of an inlet that is protected Nvith synthetic liner and rip -rap. The overflow outlet will
be a trapezoidal channel leading into a level spreader.
The entire site shall be surraunded by an 8-foot high security fence with slats and a lacked mate to
prevent unauthorized access.
Wastewater Treatment Svstem Maintenance
To ensure a smooth operating system regular maintenance shall be performed on each treatment
unit. The maintenance for each unit is detailed on the plans and is displayed in the follo-wing
table.
Operation and ]Maintenance Tasks
Unit
Frequency
Task
Screw Screen
daily
Check and clean as needed.
Mixers
weekly
Inspect control/alann panel, mixer unit. Check for corrosion,
fouling, etc.
Disk Filters
weekly
Check and pump out as needed or as recommended by
Manufacturer.
Ultraviolet Disinfection
weekly
Wipe (clean) UV lamp, check intensity and replace lamp
when required.
System
Pump Stations:
daily
Check pumps, controls, alarms, elapsed tiraae meters -
Pumps and Controls
Pump Stations:
monthly
Check for solids accumulation, or infiltration and
exfiltration.
Solids and Potential
Leaks
Pump Stations:
monthly
Remove scum layer when tank is pumped.
Scum Accumulation
Vortex Grit Remover
annually
Inspect control/alarm panel, pump out accumulated solids if
necessary, remove scum layer.
Control Panel and
6 months
Check amp readout and compare to manufacturers
Pump Efficiency
instructions.
JUSA Utililies Srideeton, Lid. h% hipiler USA
Bridgeton Harbor - W WTP
PtacConnell R Associates, P,C- Prgject No,: A40301-50
Opm-ation and Mainicmance Plan
4

Infiltration Basin and Groundwater Lowering System Maintenance
To ensure a smooth operating system, regular maintenance Shall be performed ota each trcittment
unit. The maintenance for each unit is detailed oil the plans and is displayed in the folio will"
table. When inspecting infiltration basins, consider individual basin performance to help assess
the proper functioning of the infiltration basins_
Infiltration Basins
daily
Inspect basins daily before allowing effluent to enter. Irlspect
for algae, seepage, erosion and plant grog lh.
Infiltration Basins:
weekly
Measure the groundwater levels on both sides of every basin in
Piezometers and Level
use using an electric tape or pressure transducer. Take readings
Meters
from the level meter in each basin in use.
Infiltration .Basins
Daily
Observe the performance of all basins in use by monitoring flow
into the basins, water level, reading piezonleters surrounding the
basins, and by monitoring flow leaving the groundwater
lowering system via the groundwater loweiiE�. pump.
Infiltration Basins:
2 — 4 weeks
Weed Eat vegetative cover to a minimum height oi'4 inches if
applicable to ensure vegetation does not interfere with the
Vegetation
system operation. Grass clippings shall be removed from area.
Infiltration Basin
semiannually
Check for leaks in force mains, odors, ponding, and erosion.
System: Piping and
Distribution Equipment
Infiltration Basin
semiannually
Remove all vegetation or debris that may have entered the
System
basins and open trench.
Groundwater Lowering
annually
Flush each groundwater lowering drain to prevent clogging and
Drains
to wash out fines that may have accumulated within the pipes.
Groundwater Lowering
annually
On each day that the pump station is used, collect a water
Pump Station
sample of the groundwater being pumped, Analyze the sample
for BOD, TSS, Nitrogen and Phosphorus content.
Groundwater Lowering
weekly
Check pumps, controls, alarms, elapsed time meters.
Pump Station: Pumps
and Controls
Groundwater Lowering
3 — 6 months
Check for solids accumulation, or infiltration and exfJtration.
Pump Station: Solids
and Potential Leaks
Groundwater Lowering
12 months
Remove scum layer when the tank is pumped.
Pump Station: Scum
Accumulation
JUS.A Utilities Brid«etooi. Ltd. by Jupiter USA operation and Maintenince Plan
Bridgeton Harbor - wWTP
MacCouneli & Associates. P.C. Project No.: A40301.50 5

Spill Control Provisions
In the event of a shill the plant operator and other- personnel should accomplish spill containment
and clean up in an expeditious and orderly rrianner that maximizes the protection of the
employces and operator, the general public, and the environn-rent. The plant operator will divert
and contain the spill by shutting off all pumps and equipment until the source is determined. If
necessary, wastewater flow shall be directed to the j-day upset pond. Use sandbags, dirt or
plastic sheeting to stop, slow or divert the spill if any surface water ditches can be potentially
affected. After the source is deterlanined, repair the problem if possible, and prevent any future
occurrence until the proper procedures of mitigating the problern have been carried out. Clean
the areas affected. Any personnel involved in containment and cleanup must wear gloves and
goggles as appropriate. Vacuum and/or rake up as much of the spill as possible. Apply lime to
absorb remaining liquid and reduce pathogen levels. Restore any areas that have been affected by
replacing impacted soil, power washing paved surfaces, revegetating, or removing debris from
the area. Photograph and document the spill and source. Notify the owner, ernergency
responders, and regulatory agencies. Notify property owners that may have been directly
impacted by the spill or that live in the immediate vicinity of the spill.
Contact Information
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Phone Number [phone]
)USA Ulililic-s Bridgdwi. Lid. by Jupiter USA
Bridgeton Harbor- WWTP
KnConnell k Associaes. P.C. Prgjeci No.: A40301.50
Operation and Maintenance Plan
6

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ENTITY
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Any nabaable residence or place of public assembly urdw separate ownership V no: to be I
maIl3Rhed as pan of bis project site
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Any haMi fasMence Ot place Or pi assembly owned by the pemanee to De
maMta ned as pan of the prorecl sae 1
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201.
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Any water kne Ii it a Gsdosei system
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Nnnlcetion 11i
2D
WA
Any Duto np tnuridauen or pas.ni
15
Impounded public waler supplies 1
500
WA
Public shabow omundwaler Supply {less than 50 feel deep
SW
WA
I" NGAC 92T.9Sds(gl SET6ACK5
Any habitable residence or place of public assLYli under separate ownership of not to be
mainl9+ne0 as t Of ine i iI
1I
700 !
I 1 TW
Any private or Dabkc water sui sour-
7OL
l i�
SurbLce mters Isireams-intemanenr and perennal, bertinnial wateroodies.
39]
and wetlands;
5C
NIA
Any well w (I exception of mdNlonnp wells
tlAr ,
WA
Any Wei khe i
5L
i 17'e
-ALTERNATE SETBACKS ARE FROM OWO MEMORANDUM DATE!] OCTOBER Z7TH. 2000 HIGH RATE INFkLTRAMON SYSTEM
DESIGN' PCLCY FOR ALTERNATE SETBACKS TO PROPERTY LINES ANO HABITABLE RESIDEN"i.ES
•' NVA DENOTES ENTITIES Tkrf,TARE FURTHER THAN 500 FEET AWAY, WHERE APPLICABLE
We
NOTES
I. SEE C-101 FOR ALL CENERAL NOTES.
2 NO PRIVATE OR PUBLIC WATER SUPPLY
._. �.. .. f,.•; ., ... .._ f.S�tf".• SOURCES OR WELLS ARE WIti 5W FT
;,—'-I —a. - ' Ll.`. IMP ! Willi .: DF INC INFILTRATION S1SIEU
3. TOPOGRAPHY OF AREA * GENERALLY FLAT
- ACROSS INC ENTW PRDP11i THE
WIp(tlTY OF TOPOG7tAPWC FEATURES ARE
DRONES.
5, PROPERTY OWNERS li 13EEN CO aACTED
FOR WELL INFDRYATM LOCATION G
TELL WAS FIELD VERIFIED AND IS
APPROAYMATE
SOIL TYPE LEGEND
Aer. AL7ANSTA FINE SANDY LOAN.
O TO 2% SLOPES
As AfiOUs1A i SANDY LOAN
AP ARAPAHOE FINC SANDY LOAM
CnB CONi LOAMY SANG.
G TO 5% SLOPES
Oc OELOSS i SANDY LDAN
_ 7l{jr°,Iluu
f v - - f - \'� '^'• > Tm lrOMOILEY FAKE SANDY LOAM
12
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OESCRIPTiON
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NORRISVILLE, NORTH CAROUNA 27560
TEL: 919 A67• i
I 1 1239 FAK: 19191 ]18.657p
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BRIDGETON HARBOR
WASTEWATER 5
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4 % GEK C. VAN0,FaR0 -f3_ '
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