WQ0005849_Final Permit_20090930

DEN
North Carolina Department of Lnvironment and Natural Resources
Division of plater Quaiity
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 30, 2009
Maurice Gallarda, Manager
Pluris, LLC
26000 Commercentre Drive
Lake Forest, Georgia 92630
Dee Freeman
Secretar;'
Subject: Change of Ownership
Permit No. WQ0005849
Wastewater Treatment, Irrigation and
High -Rate Infiltration System
Onslow County
Dear Mr. Gallarda:
In accordance with the request received on September 4, 2009 for changing the name of the
owner of the subject wastewater treatment, irrigation and high -rate infiltration system from North Topsail
Utilities, Inc. to Pluris, LLC, as indicated by the submittal of the Permit Name/Ownership Change Form
by yourself and Mr. Martin J. Lashua of North Topsail Utilities, Inc., we are forwarding herewith Permit
No. WQ0005849, dated September 30, 2009, to Pluris, LLC for the construction and continued operation
of the subject wastewater treatment, irrigation and high -rate infiltration facilities.
This permit shall be effective from the date of issuance until November 30, 2010, shall void
Permit No. WQ0005849 issued August 31, 2007, and shall be subject to the conditions and limitations as
specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact David Goodrich at (919)
715-6162 or [e-mail].
Sincerely,
r
lf-0—ro een H. Sullins
cc: Onslow County Health Department
Wilmington Regional Office, Aquifer Protection Section
Robert G. Burgin, PE — Burgin Engineering, Inc.
APS Central files
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1.
MA

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH -RATE INFILTRATION & WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Plunk, LLC
Onslow County
FOR THE
continued operation of the existing 873,500 gallon per day (GPD) wastewater treatment and irrigation
disposal facility consisting of: a Parshall flume; an ultrasonic flowmeter; a manually -cleaned bar screen; a
three -cell facultative lagoon that is approximately 42.2 acres in area and contains approximately 57
million gallons of capacity; a fourth facultative lagoon, approximately 9.5 acres in area and containing
approximately 22.4 million gallons of storage; a tablet chlorinator; a 138,875-gallon chlorine contact
chamber; an irrigation pump station containing duplex 1800 gallon per minute (GPM) pumps and
automatic shut-off controls; an effluent flowmeter; and approximately 200.2 acres of irrigation area; the
construction and operation of a 2,000,000 gallon per day (GPD) rated wastewater treatment plant
consisting of. an influent flume; a Parshall flume with an ultrasonic flowmeter; a flow division box; a 40
GPM headworks booster wash pump; two (2) rotary drum screens with 2 millimeter (mm) openings and
its associated dewatering conveyor; a drum screen effluent flume; a 12 foot (ft) diameter vortex grit
separator with a 250 GPM grit pump and classifier; a drain
pump station with two (2) 125 GPM submersible pumps and audible/visual high water alarms;
four (4) interconnected 88 ft diameter aerated flow equalization basins with a cumulative volume of
1,480,939 gallons and four (4) 2,536 GPM mixing pumps for the aspirating jet aerators; a BNR feed
master pump station with four (4) 694 GPM pumps and four (4) dedicated electromagnetic flowmeters;
two (2) 20,217 gallon degas tanks with two (2) three horsepower (hp) mixers; two (2) 40,000 gallon
anaerobic selector tanks with two (2) three hp mixers; a 4,000 gallon methanol tank with a chemical
metering pump serving the anaerobic selector tanks; an aerobic/anoxic tank with a distribution box, four
(4) 133,000 gallon phased aeration cells served by three (3) 1,221 cubic feet per minute (CFM) blowers
and four (4) three hp mixers, and a concentric 130,000 gallon secondary anoxic tank with a 3 hp mixer, a
4,000 gallon alum tank with two (2) chemical metering pumps serving the secondary anoxic tank and an
alum recirculation pump; a mixed liquor feed forward pump station with four (4) 2,313 GPM pumps (one
pump is a swing spare) and three (3) dedicated electromagnetic flow meters; three (3) membrane tanks
with a cumulative volume of 152,000 served by four (4) 890 CFM air scouring blowers, forty-two
membrane modules, seven (7) 309 GPM permeate pumps and seven (7) dedicated electromagnetic
flowmeters; citric acid and sodium hypochlorite (NaOCI) clean in place tanks with two (2) 2.3 GPM
chemical transfer pumps and two (2) 30 GPM chemical fill pumps; a 560 GPM membrane booster wash
pump; a degas recycled activated sludge (RAS) sputter box; a phased aeration RAS sputter box; a waste
activated sludge (WAS) electromagnetic flowmeter; a 576,200 gallon aerated sludge holding basin served
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by two (2) 2,311 CFM blowers; four (4) turbidimeters; an ultraviolet (UV) disinfection system with two
(2) banks and forth -eight total lamps; an auxiliary generator and transfer switch; the
construction and operation of a 340,128 GPD high -rate infiltration disposal facility consisting of:
a 9,155,482 gallon infiltration basin (lA) with a 1.71 acre footprint and a 8,643,387 gallon infiltration
basin (1B) with a 1.50 acre footprint, and both with a designed loading rate of 1.76 gallons per day per
square foot (GPD/ft); the
construction and operation of a 500,000 GPD groundwater lowering system consisting of: a groundwater
lowering underdrain perforated piping system placed at an elevation of 19 feet mean sea level and
completely encircling infiltration basins 1A and 1B; a groundwater lowering pump station with two (2)
347 groundwater lowering pumps and a turbine flowmeter discharging to four (4) ponds (i.e., Ponds 2, 3,
4 and 5) south of the proposed treatment plant site; five (5) level spreaders (one in each pond except for
Pond 43, which will have two); the
conversion of the fourth facultative lined lagoon into an emergency equalization basin with approximately
22.4 million gallons of storage; the
abandonment of Fields 1, 13 and a portion of 14 in order to construction infiltration basins IA and 1B,
which will require the removal of approximately 19.86 acres of irrigation area resulting in a new
irrigation area of approximately 180.16 acres; the
abandonment of portions of the existing treatment facility units (upon construction and operation the
wastewater treatment units listed above) specifically consisting of: a Parshall flume; an ultrasonic
flowmeter; a manually -cleaned bar screen; a three -cell facultative lagoon that is approximately 42.2 acres
in area and contains approximately 57 million gallons of capacity (See Condition 1.7. for the lagoon
closure plan requirements); a tablet chlorinator; a 138,875-gallon chlorine contact chamber; an irrigation
pump station containing duplex 1800 gallon per minute (GPM) pumps and automatic shut-off controls; an
effluent flowmeter;
transfer of following collection system components from permit number WQ0005849 to permit number
WQCS00275 under Rule 15A NCAC 2T .0400: approximately 3,200 linear feet of 12-inch gravity sewer,
approximately 3,000 linear feet of six-inch force main, approximately 26,730 linear feet of 10-inch force
main, approximately 19,100 linear feet of 12-inch force main; a 2,600 gallon per minute (GPM) duplex
pump station with high-water alarms, stand-by power; two 1050 GPM duplex pump stations, each with
high-water alarms and stand-by power;
resulting in a treatment system permitted for 873,500 GPD disposal prior to construction and
operation of the subject modifications, and a final disposal design of 1,159,297 GPD (340,129 GPD to
Infiltration Basins 1A and 1B, and 819,169 to the remaining irrigation fields)
to serve the North Topsail WWTF, with no discharge of wastes to the surface waters, pursuant to the
application received July 25, 2007, and subsequent additional information received by the Division of
Water Quality (Division), and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until November 30, 2010, shall void
Permit No. WQ0005949 issued December 28, 2005, and shall be subject to the following
specified conditions and limitations:
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L SCHEDULES
Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form.) must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this proiect is to
be completed in phases and partially certified, „von. 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 Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636,
2. The Wilmington Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities so that an
in -place inspection can be made. 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.
3. Within 60 days of completion of Infiltration Basin IA and 1B, and the abandonment of Fields 1, 13
and a portion of 14, the permittee shall submit two original copies of a scaled site map (scale no
greater than I =100`); however, special provisions may be granted upon prior approval for large
properties. The map(s) must 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 (which shall be known as the "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 review and compliance 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 that may take place on the property. The maps and
any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The permittee is responsible for the
geographic accuracy of any map submitted, however produced.
4. If not already installed, waste -level gauges to monitor waste levels in Lagoon #1, Lagoon #2, Lagoon
#3 and Lagoon #4 shall be installed within 60 days of issuance of this permit. Waste -level gauges for
Infiltration Basin IA and Infiltration Basin I shall be installed prior to operation.
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
6. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions
of this non -discharge permit or the governing statutes or regulations. Prior to the initiation of these
connection activities, appropriate approval must be received from this Division.
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7. Prior to operation of the subject wastewater treatment plant modifications and in conjunction with the
engineering certification requirement in Condition 1.1., provide the Wilmington Regional Office's
Aquifer Protection Section with a lagoon closure plan for the 3-cell facultative lagoons. For more
information regarding lagoon closures, please review the Guidelines for the Closure of Treatment
Ponds and Lagoons Memorandum located at: http:/1h2o.enr.state.nc.uQ,/I 1policies.htmi.
Upon completion of excavation, the basin shall be inspected by a licensed Geologist to verify that the
geologic material present will be capable of receiving the wastewater at the permitted loading
rate. The results of this inspection and the required verification 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 the operation of the subject facility.
9. The Permittee shall advise the Wilmington Regional Office's Aquifer Protection Section in writing of
any change in the assignments of the designated farm manager and alternate manager within 14 days
of the change.
10. The farm manager shall always be provided with a copy of the most current version of this permit.
II. PERFORMANCE STANDARDS
The high -rate infiltration and surface irrigation facilities shall be effectively maintained and operated
at all times so that there is no discharge to the surface waters, nor any contravention of groundwater
or surface water standards. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions or failure of the high -rate infiltration basins or irrigation areas to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including
those actions that may be required by the Division, such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility_
All wells that are 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 state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
Application rates, whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L,
Groundwater Classifications and Standards. This disposal system was individually permitted on or
after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from
the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste
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.
7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
8. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
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9. aExcept as provided for in 15A NCAC- 02L .0107(g), the Permittee shall ensure that any landowner
who owns land within the compliance boundary, but who is not the permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement running with the
land that contains the following items;
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
10. The review boundary is established around the disposal systems midway between the compliance
boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review
boundary shall require action in accordance with 15A NCAC 02L A 106.
11. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration basins shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership; 400
ii. Any habitable residence or place of public assembly owned by the permittee: 200
iii. Any private or public water supply source: 100
iv. Surface waters: 100
v. Groundwater lowering ditches: 100
vi. Surface water diversions: 50
vii. Any well with exception of monitoring wells: 100
viii. Any property line: 200
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: 104
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
b. The setbacks for proposed wastewater treatment units (see permit description) shall be as follows
(all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
c. The setbacks for the irrigation fields shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
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ii. Surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v. Public right of way: 50
d. The setbacks for the existing and to be abandoned wastewater treatment and storage units (see
permit description) shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells:
ii. Any property line:
100
150
12. The irrigation disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition IIIA. and HI.5. of this permit.
13. A usable green area shall be maintained for the high -rate infiltration wastewater disposal. The green
area shall have the capability of accommodating the average daily flow of the facility being served
without exceeding the loading rates of the green. area. A "green area", as defined in 1 SA NCAC 02H
.0404 (g)(7), 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.
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 Perrnittee shall maintain an Operation and
Maintenance flan pursuant to 15A NCAC 02T .0507 and .0707, including operational functions,
maintenance schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment a -ad high -rate infiltration facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the irrigation system. Note that such proper
maintenance shall also include cover crop harvesting and removal. The crop management plan
developed by W.R. Dunlop, Jr., LSS that recommends tall fescue as a cover crop for the wetted area
of the spray irrigation facilities shall be followed. Any variation from this plan shall require the
recommendation of a North Carolina -licensed professional soil scientist and agronomist as well as the
approval of the Wilmington Regional Office's Aquifer Protection Section..
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation fields,
and high -rate infiltration basin breakout.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
No type of wastewater other than that from the North Topsail WWTF shall be disposed onto the
irrigation area or into the high -rate infiltration basins.
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S. ,An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. if a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled. Such controls may include the posting
of signs showing the activities being conducted at each site.
11. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0508 and .0708.
12. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
13. Freeboard in Lagoon #1, Lagoon #2, Lagoon #3, Lagoon #4, infiltration Basin IA and Infiltration
Basin 1B shall not be less than 2 feet at any time.
14. Waste -level gauges, to monitor waste levels in Lagoon #1, Lagoon #2, Lagoon #3, Lagoon #4,
Infiltration Basin 1A and Infiltration Basin 1B, shall be provided. These gauges shall have readily
visible permanent markings indicating the 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 elevations. Caution must be taken not to damage the integrity of the
liner when installing the gauges in Lagoon #1, Lagoon. #2, Lagoon #3 and Lagoon #4.
15. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(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 basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
16. The Permittee shall perform soil maintenance with deep tillage as needed to restore the soil
percolation capability, checking to determine the need for tillage every ten (10) years.
17. Prior to abandonment of the chlorine disinfection system, the chlorine tablets used in the disinfection
facility shall be of the kind and type specified in the plans and specifications approved by the
Division.
18. Infiltration basins lA and 1B shall be periodically dredged to remove deposited materials that may
impede the infiltration process. Records shall be kept on site for a period of five (5) years, and the
Wilmington Regional Office's Aquifer Protection Section shall be notified prior to dredging.
INT. MONITORIING AND REPORTING REOIUiREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
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3. 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 consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequencies and
locations for the parameters specified in Attachment A.
5. The Permittee tracking the amount of wastewater infiltrated shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of high -rate infiltration,
b. Volume of wastewater infiltrated,
c. Basin infiltrated,
d. Loading rates to each infiltration site list in Attachment B, and
e. Weather conditions.
6. The Permittee tracking the amount of wastewater irrigated shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation,
b. Volume of wastewater irrigated,
c. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
7. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in Lagoons #1, 2
and 3 prior to abandonment shall be recorded weekly. Freeboard (i.e., waste level to the lowest
elevation on the top of the embankment) in Infiltration Basins IA and 1B, as well as Lagoon #4 shall
be recorded weekly.
$. Monitor wells shall be sampled after construction and within three months prior to initiating waste
disposal operations. Monitor 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 permit number and the well nomenclature as provided in
Attachment C and Figure 1.
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Two copies of the results of the sampling and analysis must be received on Farm OW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
10. Three copies of all monitoring data [as specified in Conditions iV.3. and IVA.] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Conditions IV.S. and IV.7.] on Form. NDAR-1 for every irrigation area shall be submitted on or
before the last day of the following month. In addition, three copies of all operation and disposal
records [as specified in Conditions IV.6. and IV.7.1 on Form NDAR-2 shall be submitted on or before
the last day of the following month for every high -rate infiltration basin. 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. An annual plant tissue analysis shall be conducted on each irrigation field (i.e., Fields 1 through 34),
and the results maintained on file by the Permittee for a minimum of five years.
12. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field (i.e., Fields 1 through 34), and the results maintained on file by the Permittee for a
minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily
limited to, the following parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation:)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
13. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the irrigation areas, runoff from
the irrigation areas or high -rate infiltration basin breakout.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
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V.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any infiltration/irrigation
area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
". GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215:6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
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 government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
WQ0005849 Version 2.2 Shell Version 070612 Page 11 of 13

,lts the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a formal permit request must be submitted to the Division on official Divisions forms,
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
The Permittee shall retain a set of 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.
The Permittee must pay the annual fee within 30 days after being billed by the Division. Failure to
pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to
15A NCAC 02T .0105(e).
Permit issued this the 30'h of September 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
r ColQclnr H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0005849
WQ0005849 Version 2.2 Shell Version 070612 Page 12 of 13

r--,

ENGINEER'S CERTIFICATION
Partial Final
Z, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
LoCation and Counts,
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No,
WQ0005849 Version 2.2 Shell Version 070612 Page 13 of 13

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0005849 Version: 2.2
Pluris, LLC — North Topsail WWTF
I'PI 001 WWTF Effluent — Pre Construction (Sampling regimen prior to completion of the permitted modifications)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average E
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (2.0 Deg. C) — 003 t 0
2 x month
Composite
Chloride (as Cl) — 00940
3 x year'
Composite
Chlorine, Total Residual — 50060
Once per discharge
Grab
Coliform, Fecal MF, M-FC Broth, 44.5C — 31616
2 x month
Grab
Flow, in Conduit or thru Treatment Plant -- 50050
873,500
gpd
Continuous
Recording
Nitrogen, Ammonia Totai (as N) — 00610
2 x month
Composite
Nitrogen, Nitrate Total (as N) — 00620
2 x month
Composite
pli _ 00400
Once per discharge
Grab
Solids, Total Dissolved — 70300
3 x year'
Composite
Solids, Total Suspended — 00530
2 x month
Composite
I. 3 x year: March, July and November
2. Monthly average for Fecal Coliforin shall a geometric mean

PPI 002 WWTP Effluent — Post Construction (Sampling regimen post completion of the permitted modifications)
EFFLUENTCIIARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average z
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-pay (20 deg. C) -- 00310
10
mg/l
3 x week
Composite
Chloride (as Cl) — 00940
3 x year
Composite
.Coliform, Fecal MF, M-FC Broth, 44.5C — 31616
14
#/100 inl
3 x week
Grab
Flow, in Conduit or thru Treatment Plant — 50050
1,159,297
gpd
Continuous
Recording
Nitrogen, Ammonia Total (as N) — 00610
4
mg/l
3 x week
Composite
Nitrogen, Nitrate Total (as N) — 00620
10
mg/1
3 x week
Composite
Nitrogen, Total (as N) — 00600
7
ntg/I
3 x week
Composite
pli — 00400
6-9
S.U.
Daily (5 x week)
Grab
Pliospliorus, 'Total (as P) — 00665
3
mg/1
3 x week
Composite
Solids, Total Dissolved — 70300
3 x year I
Composite
Solids, Total Suspended — 00530
15
mg/I
3 x week
Composite
Turbidity, HCH Turbidimeter— 00076
Continuous
Recording
3 x year: March, July and November
Monthly average for Fecal Coliform shall a geometric mean

PPI 003 Groundwater Lowering System Effluent -- Post Construction (Sampling regimen post completion of Me permitted modification)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (20 Deg. C) — 00310
Weekly
Grab
Carbon, Tot Organic (TOC) -- 00680
3 x year 3
Grab
Chloride (as Cl) -- 00940
250
mgJl
3 x year
Grab
Colifonn, Fecal MF, M-FC Broth, 44.5C — 31616
Weekly
Grab
Flow, in Conduit or thru Treatment Plant— 50050
500,000
gpd
Continuous
Recording
Nitrogen, Ammonia Total (as N) — 00610
Weekly
Grab
Nitrogen, Nitrate Total (as N) -- 00620
10
Ing/1
Weekly
Grab
Nitrogen, Total (as N) — 00600
Weekly
Grab
pll — 00400
6.5 — 85
S.U.
Weekly
Grab
Phosphorus, Total (as F) — 00665
Weekly
Grab
Solids, Total Dissolved- 180 Deg C — 70300
500
ntg/1
3 x year
Grab
Volatile Organic Compounds (GC/MS) — 78732
Annual �
Grab
I . 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November_

PPT O04 Surface Water Testing Station #1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOO, 5-Day (20 Deg, C) — 00310
Monthly
grab
Coliforin, Fecal MF, M-FC Broth, 44.5C — 31616
Monthly
Grab
Nitrogen, Ammonia Total (as N) — 00610
Monthly
Grab
Nitrogen, Nilrate Total (as N) — 00620
Monthly
Grab
Nitrogen, Total (as N) — 00600
Monthly
Grab
pH — 00400
Monthly
Grab
Phosphorus, Total (as P) — 00665
Monthly
Grab
Salinity
Monthly
Grab
Solids, Total Dissolved- ISO Deg C — 70300
3 x year r
Grab
3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0005849 Versiou: 2.2
Pluris, LLC - North Topsail WWTF
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Dose
'early
max
Units
I *
Pluris, LLC
Qnslow
8.18
01284 - Application Surface Irrigation
62.05
inches
2
Pluris, LLC
Onslow
4,80
01284-Application Surface Irrigation
52.93
inches
3
Pluris, I,LC
Qnslow
4.28
01284-Application Surface Irrigation
52.93
inches
4
Pluris, LLC
Qnslow
3.76
01284 - Application Surface Irrigation
62.05
inches
5
Pluris, LLC
Onslow
2.86
01284 - Application Surface Irrigation
52.93
inches
6
Pluris, LLC
Qnslow
10.00
01284- Application Surface Irrigation
70.57
inches
7
Pluris, LLC
Onslow
8.70
01284- Application Surface irrigation
69.35
inches
8
Pluris, LLC
Onslow
12.59
012.84 - Application Surface Irrigation
69.35
inches
9
Pluris, LLC
Qnslow
7.27
01284-Application Surface Irrigation
67.53
inches
1(1
Pluris, LLC
Onslow
4.80
01284-Application Surface Irrigation
6T53
inches
I
Pluris, LLC
Qnslow
7.14
01284-Application Surface Irrigation
67.53
inches
12
Pluris, LLC
Onslow
7.67
01284- Application Surface Irrigation
60.83
inches
13**
Pluris, LLC
OnsIow
8.05
01284-Application Surface Irrigation
70.57
inches
14***
Pluris, LLC
Onslow
7.27
01284-Application Surface Irrigation
69.35
inches
15
Pluris, LLC
Onslow
7.40
01284 - Application Surface Irrigation
67.53
inches
16
Pluris, LLC
Qnslow
7.79
01284 -Application Surface Irrigation
67.53
inches
17
Pluris, LLC
Onslow
7.92
01284- Application Surface Irrigation
00.83
inches
18
Pluris, I.LC
Qnslow
7.92
01284- Application Surface Irrigation
62.05
inches
19
Pluris, LLC
Onslow
6.36
01284-Application Surface Irrigation
60.83
inches
20
Pluris, LLC
Onslow
1.56
Bayrneade
01284 -- Application Surface Irrigation
0.2
52.00
inches
21
Pluris, LLC
Qnslow
1.56
Woodington
01284- Application Surface Irrigation
0.15
42.20
inches
22
Pluris, LLC
Qnslow
3.12
Bayrneade
01284 - Application Surface Irrigation
0.2
52.00
inches
23
Pluris, LLC
Qnslow
5.72
Bayrneade
01284-- Application Surface Irrigation
0.2
52.00
inches
24
Pluris, LLC
Onslow
7.02
Baymeade
01284 - Application Surface Irrigation
0.2
52.00
inches

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
parameter
Dose
Yearly
Max
Units
25
Pluris, LLC
Onslow
5.72
Bayrneade
01284 - Application Surface Irrigation
0.2
52.00
inches
26
Pluris, LLC
Onslow
5.72
Baymeade
01284 - Application Surface Irrigation
0.2
52.00
inches
27
Pluris, LLC
Onslow
2.60
Bayrneade
01284 - Application Surface Irrigation
0.2
52.00
inches
28
Pluris, LLC
Onslow
3.12
Bayrneade
01284- Application Surface Irrigation
02
52.00
inches
29
Pluris, LLC
Onslow
4.68
Bayrneade
0 1284 - Application Surface Irrigation
0.2
52.00
inches
30
Pluris, LLC
Onslow
5.46
Woodington
01284 .- Application Surface Irrigation
0.15
42.20
inches
31
Pluris, LLC
Onslow
3.90
Woodington
01284 - Application Surface Irrigation
0.15
42.20
inches
32
Pluris, LLC
Onslow
2.86
Bayrneade
01284 - Application Surface Irrigation
0.2
52.00
inches
33
Pluris, LLC
Onslow
6.50
Bayrneade
0 1284 - Application Surface Irrigation
0.2
52.00
inches
34
Pluris, LLC
Onslow
5.72
Baymeade
01284 - Application Surface Irrigation
0.2
52.00
inches
Total
Area Prior to Abandonment of Fields 1,13 and a portion of 14
200.2
Total
Area After Abandonment of Fields 1, 13 and a portion of 14
180.16
* To be abandoned in order to construct the proposed wastewater treatment facility
** To be abandoned in order to construct Infiltration Basins IA and I
*** 3.63 acres of Field 14 is to be abandoned to construct Infiltration Basins 1A and 1B resulting in a new area of 3.64 acres
INFILTRATION BASIN INFORMATION
APPLICATION LIMITATIONS
Basin
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Rate
Yearly
Max
Units
I A
Pluris, LLC
Onslow
34" 32' 38"
-77025' 49"
1.71
Bayrneade
01284 -- Application Surface Irrigation
L76
gpd/112
113
Pluris, LLC
Onslow
340 32' 34"
-77" 25' 49"
1.50
Baymeade
01284 - Application Surface Irrigation
1.76
gpolftz
"Total
3.22

ATTACHMENT C - GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0005849 Version: 2.2
Monitoring wells: MW-1, M vV 3, MW-4 and MW-S
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUiREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Carbon, Tot Organic (TOC) - 00680
mg/l
3 x Year
Grab
1, 6
Chloride (as Cl) .- 00940
250
n1g/1
3 x Year
Grab
I
Coliforin, Fecal M F -- 31616
##/1001111
3 x Year
Grab
I
Nitrogen, Ammonia Total (as N)-00610
ing/1
3 x Year
Grab
I
Nitrogen, Nitrate Total (as N) -- 00620
10
mg/I
3 x Year
Grab
I
pit - 00400
6.5-8.5
s.u.
3 x Year
Grab
1,2
Solids, Total Dissolved- 180 Deg C - 70300
500
ing/I
3 x Year
Grab
I
Volatile Organic Compounds (GC/MS)- 78732
ing/I
Annual
Grab
I, 4, 5
Water level, distance from measuring point - 82546
3 x Year
Calculated
1, 2, 3
1. 3 X year monitoring shall he conducted in March, July & November, Annual monitoring shall be conducted every November.
2. The ieasurement of water levels shall be inade 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
pii shall be made after purging and prior to sampling for the reniaining parameters_
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the ieasuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of [lie following methods:
a. Standard Method 6230D, FQL at 0.5 pg/L or less
b. Standard Method 621OD, PQI, at 0.5 [tg/I, or less
c. EPA Method 9021, Low Concentration, PQL at 0.5 pg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 lig/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any metliod used must niect the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a ininimum, include all the constituents listed in Table Vill of Standard Method 6230D.
C. The method used must provide a PQL of 0.5 lig/L or less that inust 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 l€g/L must be qualified (estiniated) and reported.
5. If any volatile organic conipoutids (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office Aquifer Protection Supervisor, telephone
number- [phone], must he contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If 'TOC concentrations greater than 10 ing/1 are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
coniprising this TOC concentration. If the TOC concentration as measured in the background nionitor 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 Figure 1 and this attachment.

r'"` -1

------------ 3 AC.
----------- 1— .84 AC.
------------ 492.67 AC.
WHITE OAK
------------ MILL CREEK
------------ SA
--------- 11,870 SF
il4G -------- 66,500 5F
L URNE ----- 19.800 5F
----------- 118.170 SF
----------- 0.6%
DATA
111
l /0GR4/N7 KNEYS112. OG M
POND DETAILS
Era 7f� aa.a
PEa:O 5c71OB 75-0
FAA,. lnr(R ELCY. 24.0
FO'Z AREA LE IE.O 547.71a 5F
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Ylp.:a."L facvl7i0 2.cJi.ow CF - G4.
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pair] ALL ]S7 :A. 99J.
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/b.G^O GPO 7O O71L I EL. ELRRLO5 L
C14v f-'OSE RC.OS Sxc. AS OP•+LL LO
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SPRA,F IRLP5 u S? RE-ar',.4!4aAls FO
517E Ft. 91
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Sw-o smca 70 hsmr p.SLOA -
KORTH YOPSAIL CEILIT
AD ESS PO BOX 5"
SR.. us 04, T. SC se
FIGURE 1
PLURIS, LLC
SPRAY IRRIGATION SYSTEM
ONSLOW COUNTY
WQ0005849
MONITOR WELL LOCATION MAP

WQ0005849 — N L-h Topsail WWTF
1095 NC Hwy 210
Sneads Ferry, NC 28460
Latitude: 34' 52' 04" Longitude: --770 25' 29"
v
210 `
t665 No Highway 210
n •�
L. �" N� £EaWJtJ& 8r
r FoM4'r, rep- 00M
d�
`i
country
Club
9)2-'11 Rind Vca n: r c& 01. 2UM_N.A,5TE0
'1 ,+?myti'r�
Figure: S'Wri'S_l

11
I

re? BASIN CROSS
II -SECTIONS PRCPOSEE itC, B°-'"
lk' + ZZ $MEET aE- T1DRAIN LINES j1YP.
�. u'r /I SEE _HEE' OET-1
.. "o '
I I _ �_ ��� -1 -
_ L
CLEAN T1il�IRCp
EE DETA1'rE{�;
, 7'1
. ..
I r•
_ rI
8
..._ BEr,+nNVSE
TS faR�
9MN�
CaR6TRIts!
SR a4 !
�r u r sec pri-+ T
r I}I
RERO TE S11 n 12 11 r
' ij r 1a saNR n ! I
I P.OP � -. SO '�F CE. I
I 1 � y°
SE S 's` C
1 _
JI!
EXISTING�v
v_AGOON
GRpQINC A \,�
E ABANDONE -
. •,'•rIE TO ExIST�'ri "SEwTRMs"F.._,,, � � AREMOVED
MTN 7-12" TAPPING SLEEVE S
vaLvE$ � I %ISTIN
2- CA i"c 4AL c5 LE AGO
I- 2-16.- DIP 5EWEP
w/BOXES �S. PROS
2-18'i12" REDUCERS t
-76°x16"xl B" iEL `,,I �p EXI5T3NG
I-ur CATE VAL',£ 'JLAGOON 3
h \+-16' CATE VAI.I'E`"�IrI 1pj'► �a°ar, 'PROPOSED DRI
EA
• •4-STUB-CUT FOR 5.52" FOR INFILTRATION PO
FUTURE USE ,�''-" T" FOR EXISTING SPRAYFIELO
I SEE SHEET DET
r,� we aslar]e\
FrTmY .
hti SITE LEGEND
• � }t �'� .� - ; ".,a PROPERTY LINE
[' �• a• . �r i �. " j1 F• J � "' - _.. - .. EMSTING 5' CONTOUR LINE
EidsnNO V CONTOUR LINE
s EJ4STIHG DIRT RQAD
EKESTLNG BUBDINGS
WETLANDS
o ` �` , I• , 1 �� . � I ,^• `� y,� \ '�,;s �"�70.� � PROPOSED 5' CONTOUR LINE
- PROPDSEO 1' CONTOUR LINE
1 `\ /'��/ • (- 'r' !� Y' ���� PROPOSED DIRT ROAD
PROPOSED STRUCTURES
� � � �' ,4 • �'� / - + ,I � e _ ._ - _ _ _ _ - _ _ _ EQUIPMENT SETBACK LINE
I' #mot I \, +1\ I ` 1�.� ` �';�•' ` fir, !Yy — — — — — PROPOSED 10' DRAIN LINES
l:' PROPOSED 10'/16' FORCE MAIN
F • \ \� - A .� r .� + — ,^ PROPOSED 12' DISTRIBUTION PIPING
PROPOSED BASIN WATER ELEV. LINE
PROPOSED BASIN DAM LINES
-
,--(p COMPLIANCE BOUNDARY
UAIN`r� r ` RB RB RENEW BOUNDARY
v •;�• % {• 1' a � GRAPHIC SCALE SOIL LEG_ND
m I WELL DRAINED SOIL
�MPet LAI, Baymeade Fine Sand
r( r
IN MT I
AN0 PLU / 1f I goo r`
�i I ] !' .P•P MODERATELY WELL DRAINED SOIL
!C 6" UN E _ :SEE 5
LAOOOIN a �` °t) �r1 SP-y MPet Llkn Gddedoro Sandy Loam
PROPOSED POORLY TO MODERATELY WELL DRAINED SOIL
EMERGENCY Moet Uke Waad.n y n Laamy Flee $end
EOUAUZATION
- -.. 6ASIN P SED
PROPOSED 16" -
hi4r'+• r5-�
FORCE MAIN
FORCE MAIN _
,\ I-10' GATE V � �,
W DP
North Topsail
W WTP Expansion
PROPOSED LEVEL
ONO 4
r-� r
POND 2 T 4�
D.E.N.R. Sits: Map
SPREADER (TYP-1 u,
+
``-�-�"' 9'
.
A
[p �tTopsail
.
North T3Liliiies, Eltc
1095 Highway 210
Snead s Ferry. NC 28460
POND 3
j T-
.-1B DIP ScWc-+i. LINES
a
"-
PROPOKC LEVEL SPP.EA�4E
DESIGNED BY HMB
90' BENDS
I �� \
1
(TYP.)
€TO BE FIELD LOCAMO6BY =
CRAM BY SS Et
DENR l
ENGINEER} -
CHECKED BY- HHB
SEE SWc_i OET-t
APPROVED By RGB
TEE
t-12" GATE VALVE "+e
.,-
DATE: 13 June 2O07 ran C) S+ye Sheet
A
SCALE:
1-STUB-OUT FOR
FUTURE USE
q SRN 1 ra'
PROPOSED LEVEL SPREADER'rl
(TYP
(TO BE VIELD LOCATED SY_j
:
ENGINEER)a
•a-
, �`
SEE $NEE• DET-I
is ros °a+r, s
Robert G. Burgin, Jr_, Inc.
PO SOX 1904 IRMO. SC 29063
-
;
(8011 781-2005
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11
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! EXISTING SPRAY", AREA
a rM�
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I POND 1 '\ /
19.32 AQ-OF` GREEN
SPlRE SET ASIDE AS
wras REQUESTED BY DENR /c.P -
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- -- I.
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EXISTING
CY' `..r ?� ` r• ' . �'9b6 AREAS NOT ACCEPTABLE- FOR GREEN SPACE
\ M
11 I mar h II�.EDe:Atr7da'.tla,.•.../'4�� Y - r I 5C'
48�SIi.wr...+.✓..'.,.rJ `�._ +`'^ ySA,y'• ti °'?�• � f• - - 41.02 AC - EXISTING WETLANDS WITHIN PROPERTY
/b
AA7°�� `��.'/✓••'/i ��® �.� /ye r /r('+'�" l ``� ,! �11.61 AC - EXSTING POND AREAS
ND h POND 2.� 'I:• I •�N_ i/°/ 1 1 ✓�rti
+ I _�J a 6.64 AC. - EXISTING {,Ai.00N AREAS
�'4. 1 ., ,j� rr� I •i �- '1 . O 1 / �1 rf, 4.23 AG. - bISTING INFAAS•iRUC3URE
r y I .r''✓
'POND 3
201.47 AC. -LAND DISPUfsAI. EXISTING SPRAY
+i ,' yk1 ` ^,.. `- )'�/ ra et'1 O© F' ✓<� AND PROPOSED BASIN AREAS
r jr 2q /! �'••� .• '•'SY 11 "�'•'1+ �I'�'•� .I `' ff 1.32 AC. -PROPOSED wow wmAsIRBCTUfiF
r 'tri°°j 'xk .�- _i r� �'-�.: 'I 'l• •"_.v-^1..,._.-� �.�+"✓'� 20JM AC. - ROAD FRONTAGE
i F' fi` '• t:°.�. " 'rr --�'�: TOTAL AREA OF SITE =498.74ACRES
w • . ,�,�' « ` 1 TOTAL AREAS NOT ACCEPTABLE FOR GREED' SPACE.- 285,69 ACRES
TOTAL GREEN SPACE AREA AVAILABLE- 2I3.05 ACRES
GREEN SPACE LEGEND
I `,�' e'rir •s� , saz � '
{ ? "- • �° 1T . t �1 „�} � j � 213.05 AC, -AVAILABLE GREEN SPACE AREA
'S
17 1
• ram.,-.•.�- .-_ r . , . �.
SITE LEGEND
PROPERTY UNE
WETLANDS
North Topsail
W WTP Expansion
Green Space Plan
North Topsail Utilities, Inc.
1095I•IighwaY 210
Sneads Ferry, INC 2B460
DESIGNED BY, HH13
�_ �r/
DRAWN BY: 55
CHECKED BY HH13
APPROVED BY; ROB
DATE: 13 June 2007
Arm D Sae Sheet
SCALE: 1" = 300'
^Q1K CA$p
RDG. Burgin, Jr., Inc.
PO BOX 1804 AMC). SC 2900
PO13
(BO3)761-2665

EXISTNG SPRAY IRRIGATION FIELD
0
EXj5TINr
LAGOON 2
LAGOONEXISTING 3
gi
Is
LXISTING
LAGOON 4
anti
�
suf
GRAPHIC SCALE
rL
SITE LEGEND
PROPERTY LINE
EXISTING 5' CONTOUR UWE
EXISTING 1' CONTOUR U14E
EMSTING DIRT ROAD
EXISTING MOMTORNG WELL
EXISTING BUILDINGS
WE%ANOS
North Topsail
WWTP Expansion
Existing Overall Site Plan
North Topsail Utilities, Inc
1095 Ifighway 210
Sneads ferry, NC 28460
,CND SS
iCKED BY HHS SP— I
MOVED BYE RGR
E- 13 Juno 2007 i ArCh D S2e sheet
,LE V A 300
('d
)�17
Robert G, Burgin, Jr., Inc.
POBOX ID04 IRMD,SC 29063
181)3) 781-2965

•
4�

I 'i i r "C k � OENR CONMFN!E e a c>
FOR BASIN GROSS
SECTIONS PROPOSED 10" BASIN
j
I
.rsr E SEE SHEET OET--2 � DRAIN LINES (TYP.)
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+ s ara••sr e SEE SPIEEi DE7--? 691.n• .K ns�o'3• E 3�
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w _ 34;78• N CY"Y E 5
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CLEAN OUTT ICj L j
GCE DETAIL ET-1 DASIN 1A PROPOSED 16" GSCHARG'c PIPE --- U.
J) WATER EL 34.1 - SEE DETAIL SHEET CE--IDAII
! f BOTTOM E8 24.1 � j GRAPHIC $GALE ST7E LEGEND
7M ORARY CONSTRUCTION \ - -
\ J
100' I �F£NGIvO \ `Es?PROPERTY UNE
Dr 7m
PROPOSED 12" WATER LEVEL, INCICATOR PIPE \., ,�y� 1 woL -Tti - EXISTING 5 CONTOUR LINE
f h 5EE DETAIL SHWI SET -I .. .
aA N E3051ING V CONTOUR LINE
WATER EL 33-1
DAM EL 36.2
OTTOM EL 23.6 O . 1 EXISTING GIRT ROAD
1 �
EXISTING 5L11LF11NG5
INTRfiNCc__T0_'
BE U FOR { j _ti G•___,�o_�_ wETuwos
„INFILTRATION
f I I 1 % CONSTRUCTION �' ��6L- PROPOSED 5' CONTOUR UNE
_ i 1 -
I CUT AND PLUG u
- r I EXISTING 6" LINE CLOSE EXISTING 7 PROPOSED 1' CIXi1'oUR LINE
I J ) , Tn .. v=, `��t
I !ACNE SERVING f PROPOSED AR RELEASE/ 5
vACIHSN VALVE PROPOSED DIRT ROAD
SEE pET
1 UPPER SECTION J
f I A1L SHEE7 pET-1
.REROUTE EXISTING 12" LINE PROPOSED sTRucniRE5
TO REMAtN IN SERVICE �f / - T + S f•----,-�--I--
PROPOSED \ ` �eJ - EQUIPMENT SETBACK 11E
_ f 10" FORCE MAIN — — — — —
' - 2Pa PROPOSED 50' DRAIN LINES
f PROPOSED 12" \ \ - r Ff
DISTRIBUTION POND 5 —.r. \;. N°'• PROPOSED 10"/16' FORCE MAIN
PIPING �' — . — . — . —
j •♦ "O�'�, PROPOSED 12' OISTRIRIITIOfi Pli
PROPOSED BASIN WATER ELEi'.
I \ l \ J�\�•f, PROPOSED BASIN DAM LINES
m Rto.7r
I F EX!STING ti
�NI
LAGOON
. + _ ' I 4-
f1
f orth Topsail
PROPOSED 16"z10" REDOCER Y i gm WxWTPExpansion
:-y
f I EXISTINh r ! - -•_ - li Proposed Basins Area
LAGOON 2 PROPOSED ;2"
-?-1$" DIP SEWER L1i.::S DISTRIBUTION - i North Topsail Ublities,Inc.
PROPOSED 1C" PIPING I w w 1D95FIighway210
*ORCE MAINM \ M G
Sneeds Ferry, NC 21i4b0
4 I mn
Q
EXISTING � �, ` " I I , . � �_.r:=''..
6)at N 4 SP
• I gp•� N ��a r�7p. � � _, LAGOON 3 PROPOSED ORIFICE PLATES i� � � -• r
DESIGNED BY HHB
/ e�y bRAV,R4 BY: 55 W
g 91'I 4 ao.e "`\ •. ON EACH L£C hw� I f, : / A'8• CHECKEDBY: HHB
1.92' FOR INF&TRATICN PONDS 1 _ ST.� APPROVED BY: RGH
1 3r w I5> 297" F E>gSm SPRAYFIELO %: M'°!N['.{!! _ r " P hm ry GATE' 13 June 2007
fJ w Arch D Size Sheet
N 7g 3'ST Kr �' SEE 5H1-R DET-T- -- /BCD-ir i r ' ` a•^
rg�a eA7p - 1 / '• - _ �' �.y* ti' SCALE ' 1=200'
9-h Bt t0 PROPASEO GRADING ARfp ,+. V z,s e2'i80' W''^9
may, LAGOONS ARE ABANDONED • \ 26T.6a �,0,
AND SLVDCE 15 REMOVED •�U�
w ' CL-OSE EXiSTiNGVALVE
7
PLUG LINES S_EE SHEET
i:•w - .•lPL1MP �. XISTING - iaP"-4
LAGOON APROPOSED
ry ^ Robert G, Burgin, Jr., Inc.
EMERGENCY ` N C ' ` �AM`8 g hR PO BOX 7804 IRIC, 5C 29053
EOUALIZATION ~ / / 5y4141,15, B.al' .A5
/ / NL14A 701+ `fi 1803 T81-29a5
BASIN _.. . /•w�.. �'� s�y` S

PIPE F6GM 91NR
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elaG
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PROPOSSO B'-OWED alp:
i SEE SHFf7S w7H PP.ErI PA
FUNRE S LLX' PROCESS BLDG.
r SEC SHEET& wTK PREFIX SN
I, - �aROPosm SLIaacr HOLOHe "MKS
:;R SHEETS WITH PRmx St,, _
I I/ Ii
f/ 1 PROPOSED SECONDARY MOX:C TANKS
SEE SHEETS WITH WKFIY P• ,
PP -POSED PHASES P£R ATION TANKS \
/ / : j I •�_ ` n /� % •� i.r SHEETS MT, PP:fIK PA
PROPOSED ANAEROBIC SELECTOR L
:`l
- _ i� -ESAN D TKS Sv
SEEE SHCHEETS YXM PNFFIX SLL
I
PRppCSCD OLOWO? m-DO 1 IE r� t
'Em SNEETS MIH PREFIX PA ,\ 4
10- WIDE STEPS
PROR
— REIAMRIO YMI:
\ \ \ A? ELEY. 32.0
CONCRETE 51.AE At EIS,
PROP flETAR{ING wALI 1✓-� '" `\ ,t l
WITH HANDRIA. 1r� L \ DRAIN LINES
LPROPOSED U SLY,
SEE SHEET L"+-I
`
% PROPOSED OPSICE PuTES ON EACH LEC
\ 1 57- FOR INRL-.RATION PONDS
7.9Y FOR EXISTING SPRAYFIEip
SEE SHEET DET-1
PROPOSED NEl1aRANC T-xS
SEC 94M-PS WITH PREFIX MOR
SEE SHEE 1PS. -
/f J PYp If0 HEAO*Ma f
I 1 ,
% PROPOSED 20- aaT ROAD j' f
I I
PROPOSED ]O" WPC TC
E XIShNG LAGOON A WV _}
EXISTING LAGOON n O SEE SFISTRVCE1-R-. l
PROPOSED EMERCENCr EOU''AL1TAPON
BASIN
GRAPHIC SCALE
IF XX
w
( 7H nu)
I EXb- Be n
PROPOSED HEADWORKS
SEE SHEETS mTF1 PREFI% Nw
I -MOP SO CONCRETE MIIPSTOR PAD AT
SEE HEAMORKS SKKE7 WITH PREFIX HW FOR
II
,'CONCRETE SLAB ELEYATIMIS
!I
-TO- OF MOPOSILD Rc7A1NN+G WAµ AT
CL.EY. 22.E
I
CgKflEl SLAB AT 22,E
TOP OF PROPOSED R4NWNG WALLI7 SE,OPE2
O FROM ELEY 4.E TD ELEY
2'. e
!
I
_
PROPOSED PUMP STATION
f SEE SHEETS Wi IH PREFIX HW
TO- CF PROPOSED RIFT—C WALL AT
I •It!4-
•! EIEY. 21.E
CONT77ETE 4Aa At EIEY. 72L8
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i_PROPOSED 4NR FEED PµMP STAnD
F SEE SHEETS -w PRLr4x RNA
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PROPOSE) E7J AL17EP, TMlRS
II SCC SHEETS WI PREFIX EGA /
�-CPO_D IE' DP ELAEP- LI ES
I'
F ..
SEE SHEET SP '_ FOR CON' TNUA'nON
OF IS' DIP SEWER LINES
SITE L£G£IJD
-- ---
EXIS'nNC 5' CONTOUR LINE
_
EXISTING 1' CONTOUR UNE
EXI571NG DIRT ROAD
EXISTING BUILDINGS
WETLANDS
-
PROPOSED 5' CONTOUR LINE
-2
PROPOSED V CONTOUR UNE
PROPOSED DIRT ROAD
j
j�
PROPOSED STRUCTURES
PROPOSED 10-/W FORCE MAIN
T - -
- PROPOSED 1z' DISTRIBUT70N PIPING
x 'a
PROPOSED SPOT EL -NATION
/
North Topsail
' PROPOSED to, FARCE MAKi
/ - 0- GATE AL1C
•T XT Ap Expansion
.i-(i TP ar TACJ1 POND?
Ij HEFT pLT-I
Proposed VVWTP Site Plan
11 POND 3
North Topsail Utilities, Inc.
1095 Highway 210
r.+-P`P:'PLhEa IC rp1LCE IIAW
Sneads Ferry, NC 28460
DESIGNEDSY: HHB
D"VVNBY, SS ��_�
CHECKED BY HHB
APPROVED BY RGB
DATE- S3 June 20W ATrh D S':ze Sheel
-�
SCALE
3 2
f
PON4 `
Robert G, Burgin, Jr., Inc.
PO BOX IEDA IRMO, Se 29063
iE09) 781 -2965