WQ0033770_Final Permit_20090415

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Anthony Sydes - President
A. Sydes Construction, Inc.
P.O. Box 7122
Jacksonville, North Carolina 28540
Dear Mr. Sydes:
Division of Water Quality
Coleer. H. Sullins
Director
April 15, 2009
Dee Freeman
Secretary
Subject: Permit No. WQ0033770
Carolina Plantations WWTF
High -Rate Infiltration
Onslow County
In accordance with your permit application received February 17, 2009, and subsequent
additional information received March 17, 2009 and April 7, 2009, we are forwarding herewith Permit
No. WQ0033770, dated April 15, 2009, to A. Sydes Construction, Inc. for the construction and operation
of the subject wastewater treatment and high -rate infiltration facilities.
This permit shall be effective from the date of issuance until March 31, 2014, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
• Condition 1.1. requires that upon completion of construction and prior to operation
of the high rate infiltration Basins ##144, the basins shall be inspected by a licensed
Professional Geologist to verify that the constructed basins will be capable of
receiving the wastewater at the permitted loading rates.
• Attachment A contains monitoring requirements for the treated wastewater effluent
and the groundwater lowering discharge.
• Attachment B contains loading rate limits for the high rate infiltration basins.
• Attachment C contains monitoring requirements for piezometers PZ-1 through PZ-6.
AQUIFER PROTECT I0!' SECT,7N
1636 hail Service Cente:, Raleigh, North Car6ria 27699-1636
Location: 272% Capital Boulevard, Raleigh. North Carolina 27604
Phone.91_--733-3221 1 FAX 1: 919-715-058c: FA;; 2:91,-715-60431 Customer Servic : 1-C77-623-C74o
intermt: www.ncwaterquality.org
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Natzi(raliff

Mr. Anthony Sydcs
April 15, 2009
Page 2 of 2
I£ any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (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.
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,
�- Cohn H. Sullins
cc: • Onslow County Health Department
Wilmington Regional Office, Aquifer Protection Section
Randy Sipe — Washington Regional Office — Aquifer Protection Section
James W. Holland PE — P.O. Box 2928, Surf City, NC 28445
Technical Assistance and Certification Unit
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH -RATE INFILTRATION 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
A. Sydes Construction
Onslow County
FOR THE
construction and operation of a 300,000 gallon per day (GPD) high -rate infiltration treatment and disposal
facility consisting of.
a dual train wastewater treatment plant, where each train its capable of treating 150,000 GPD and consists
of a manual bar screen with %2-inch spacing; one (1) 37,519-gallon aerated flow equalization chamber
served by one (1) 75 cubic feet per minute (CFM) blower, a membrane diffuser system, and dual (2) 105
gallon per minute (GPM) flow equalization transfer pumps; a flow splitter box; two (2) 4,690-gallon
anaerobic chambers, each served by one (1) 4 gallon per hour (GPH) alum feed pump and one (1) 1
horsepower (hp) anaerobic mixer; two (2) 9,380-gallon pre -anoxic chambers, each served by one (1) 2.5
hp anoxic mixer and backup membrane diffusers in case of mixer failure; two (2) 72,981-gallon aeration
chambers served by four (4) 500 CFM main plant blowers and a membrane diffuser system, one (1) 4
GPH alum feed pump, and one (1) 208 GPM recycle pump (to pre -anoxic chamber); four (4) 50-gallon
alum storage tanks; two (2) 17,907-gallon post -anoxic chambers each with one (1) 5 hp past -anoxic
mixer; two (2) 10,233-gallon hopper -bottom clarifier chambers with sludge airlift for return to the
aeration chamber, two (2) 26 square feet (ft) dual -media tertiary filter cells served by two (2) 50 CFM air
scour blowers; two (2) 4,443-gallon clearwell chambers each with dual (2) 391 GPM filter backwash
pumps; two (2) 3,949-gallon mudwell chambers each with dual (2) 53 GPM return pumps; two (2) 2,962-
gallon chlorine contact chambers each served by dual (2) tablet chlorinators; one (1) 33,256-gallon
aerobic digester served by the main plant blowers and membrane diffusers with airlift for digester decant;
one (1) effluent flow meter with stilling well; one (1) 250 kW auxiliary generator', four (4) high rate
infiltration basins (each basin has an effective volume of 1.0 million gallons (MG) and will be loaded at a
rate of 3.48 GPD/ft); a groundwater lowering system with an average capacity of 471,400 GPD,
consisting of approximately 1,022 Iinear feet (11) of 8-inch perforated PVC pipe, a 10-mil PVC baffle
curtain, a groundwater pump station with dual (2) 350 GPM groundwater lowering pumps, visible/audible
high water alarms, a groundwater flow meter; and approximately 2,875 11 of 6-inch groundwater
forcemain to transport groundwater to two proposed on -site irrigation ponds with potential for pond
discharge to an unnamed tributary to Halfmoon Creek;
to serve 778 single family three (3) bedroom units and 83 multi -family two (2) bedroom units at Carolina
Plantations Development, with no discharge of wastes to the surface waters, pursuant to the application
received February 17, 2009, and subsequent additional information received by the Division of Water
Quality (Division), and in conformity with the project plan, specifications, and other supporting data
WQ0033770 Version 1.0 Shell Version 090204 Page 1 of 10

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 March 31, 2009, and shall be subject
to the following specified conditions and limitations:
I. SCHEDULES
1. Upon completion of construction and prior to operation of high rate infiltration Basins #1, #2, #3, and
#4 the basins shall be inspected by a licensed Professional Geologist to verify that the constructed
basins 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.
2. 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 project is to
be completed in phases and partially certified, you 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.
3. 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.
4. Piezometers PZ-1, PZ-2, PZ-3, PZ-4, PZ-5, and PZ-6 shall be approved by the Wilmington Regional
Office, telephone number [phone] prior to installation, and installed prior to beginning waste
disposal operations. The regional office shall be notified at least 48 hours prior to (excluding
weekends and holidays) the construction of any monitoring well. 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 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 is marked on Figure 2. See also well construction form submittal
requirements in Section IV. of this permit.
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5. Within 60 days of completion of the piezometers, 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 piezometer.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal area(s).
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
6. Waste -level gauges, to monitor waste levels in the infiltration basins, shall be installed within 60 days
prior to operation.
7. 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 that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
II. PERFORMANCE STANDARDS
1. The high -rate infiltration 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 due to improper operation and maintenance, or failure of the high -rate infiltration
area 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.
3. 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.
5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
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6. 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).
9. 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 .0106.
10. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites 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:
50 *
v. Groundwater lowering ditches:
50 *
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: 50
xii. Any swimming pool: 100
xiii.Public right of way: 50
xiv. Nitrification field: 20
xv. Any building foundation or basement: 15
* 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/l and a Total Phosphorus of 2 mg/l in accordance with 15A NCAC 02T .0706(c).
b. The setbacks for treatment and storage units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
100
100
50
100
50
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11. The Operational Agreement (see attached) between the Permittee and the Environmental
y Management Commission is incorporated herein by reference and shall be a condition of this permit,
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all
sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this permit.
12. The 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 111.5. of this permit.
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 maintains an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0707 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and 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.
3. No type of wastewater other than that from Carolina Plantations Development shall be disposed onto
the high -rate infiltration area.
4. 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.
5. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
6. Public access to the land application sites shall be controlled. Such controls shall include fencing
around the high rate infiltration basins.
7. The residuals generated from these treatment facilities must be disposed 1 utilized in accordance with
15A NCAC 02T .1100, The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0708.
8. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
9. Freeboard in the high rate infiltration basins shall not be less than 2 feet at any time.
10, Waste -level gauges, to monitor waste levels in the high rate infiltration basins, shall be provided.
This gauge 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.
11. 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.
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12. The infiltration basin 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.
IV. MONITORING AND REPORTING REQUIREMENTS
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.
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 and the groundwater lowering system shall be monitored by
the Permittee at the frequency(ies) and location(s) for the parameter(s) specified in Attachment A.
5. The Permittee tracking the amount of wastewater disposed 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. Loading rates to each infiltration site listed in Attachment B, and
d. Weather conditions.
Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the high rate
infiltration basins shall be recorded weekly.
7. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
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8. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
9. Piezometers shall be sampled after construction and within three months prior to initiating waste
disposal operations. Piezometers 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 2.
10. For the initial sampling of the Piezometers as specified elsewhere in the permit, the permittee shall
submit a copy of the GW-1 Form (Well Construction Record) that lists this permit number and the
appropriate piezometer identification number with the Compliance Monitoring Form (GW-59) for
that piezometer. Initial Compliance Monitoring Forms that do not include copies of the GW-1 form
are incomplete and may be returned to the permittee without being processed.
11. Two copies of the results of the sampling must be received on Form GW-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 piezometer identification
number. One Form GW-59a certification form shall be provided for each set of sampling results
submitted.
12. Three copies of all monitoring data [as specified in Conditions IV.3. and IV A] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Condition IV.5. on Form NDAR-2 for every infiltration area 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
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 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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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, effluez t
limitations, exceedances of groundwater standards, or overloading of any infiltration 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.
V. INSPECTIONS
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.
VI. 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 f 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.
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�. In 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 Division 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.
6. 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.
8. 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 15j' day of April, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
leers . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ000033770
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Permit No. WQ0033770
April 15, 2009
ENGINEER'S CERTIFICATION
Partial Final
I, , 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 Nance
Location and County
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.
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — WWTP Effluent
Permit Number: WQ0033770 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily A7aximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
300,000
GPD
Continuous
Recorder
BOD, 5-Day (20 Deg. C) 00310
10
mg/l
2 X week
Composite
Solids, Total Suspended - 00530
15
mg/l
2 X week
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 (geom.mean)
14 z
9/100 Ml
2 X week
Grab
Nitrogen. Ammonia Total (as N) - 00610
4
mg/1
2 X week
Composite
Nitrogen, Nitrate Total (as N) - 00620
10
mg/l
2 X week
Composite
Nitrogen, Total (as N) - 00600
4
mg/l
2 X week
Composite
Phosphorus, Total (as P) - 00665
2
mg/1
2 X week
Composite
Chlorine, Total Residual - 50060
5 X week
Grab
p11-00400
6.0-9.0
s.u.
5 X Week
Grab
Solids. Total Dissolved - 70295
3 X Year 1
Composite
Chloride (as Cl) - 00940
3 X Year'
Composite
I. 3 X Year sampling shall be conducted in March, July, and November.
2. Monthly average for Fecal Coliform shall be a geometric mean.
WQ0033770 Version 1.0 Attachment Page I oft

ATTACHMENT A — (Continued) Permit Number: WQ0033770 Version: 1.0
PPI 002 — Groundwater Lowering Discharge (Sampled from Groundwater Lowering Pump Station)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
471,400
GPD
Continuous
Iiecordar
BOD, 5-Day (20 Deg. C) - 00310
2 X Week
Grab
Nitrogen, Ammonia Total (as N) - 00610
2 X Week
Grab
Nitrogen, Nitrate Total (as N) - 00620
2 X Week
Grab
Nitrogen, Total (as N) - 00600
2 X Week
Grab
Carbon, Total Organic (TOC) - 00680
3 X Year
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
Chlorine, Total Residual - 50060
5 X Week
Grab
plI — 00400
5 X Week
Grab
Solids, Total Dissolved - 180 Deg. - 70300
3 X Year'
Grab
Phosphorus, Total (as P) - 00665
2 X Week
Grab
1, 3 X Year sampling shall be conducted in March, July, and November.
WQ00337 t rsion 1 .0 Attachtnent A 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0033770 Version: 1.0
A. Sydes Construction — Carolina Plantations
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Rate
Units
I
A. Sydes Construction
Onslow
34049'14"
77024'17"
0.49
Lynchburg fine sandy loam
0t284-Application Surface Irrigation
3.48
GPD/fez
2
A. Sydes Construction
Onslow
34°49' 16"
77024'20"
0.49
Lynchburg fine sandy loam
01284 - Application Surface Irrigation
3.48
GPD/f12
3
A. Sydes Construction
Onslow
3404917"
77024'19"
0.49
Lynchburg fine sandy loam
01284 - Application Surface Irrigation
3.48
GPD/W
4
A. Sydes Construction
Onslow
34049' 16"
77'24'16"
0.49
Lynchburg fine sandy loam
01284 - Application Surface Irrigation
3.48
GPD/fie
Total
1.96
WQ0033770 Version 1.0 Attachment B Page 1 of 2

THIS PAGE BLANK
WQ0033, Version 1.0 Attachment B ?age 2 of

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Piezometers: PZ-1, PZ-2, PZ-3, PZ-4, PZ-5, PZ-6
Permit Number: WQ0033770 Versioa. 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
Monthly
Calculated
1,2
l . The measuring points (top of well casing) of all piezometers shall be surveyed to provide the relative elevation of the measuring point far each piezometer. The measuring points (top of casing)
of all monitoring wells shall be surveyed relative to a common datum.
2. Piezometers shall be reported consistent with the nomenclature and location information provided in Figure 2 and this attachment.
WQ0033770 Version 1.0 Attachment C Page 1 of I

r-
1

STATE OF NORTH CAROLINA
COUNTY OF ON SL, OW Permit No. to 0? Oy 33 ET
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
' 000 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
A. Sydes Construction, Inc.
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in onslow County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Carolina Plantations (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) _ _ (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 06-07 Page 1 of 2

4. 'The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
'appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL A. Sydes Construction, Inc.
MANAGEMENT COMMISSION Name of D LOPER
B:
olee . Sullins, Director (Signature)
Division of Water Quality
Anthony Sydes, President
Print Name and Title
t t5 f 07 d v
(Date) (Date)
FORM: DEV 06-07 Page 2 of 2

ADIRONDACK TIMBER CO., INC.
D.B. 1672, Pg 155
P.E+. 23, Pg. 005
ADIRONDACK TII,ABER CO., INC.
D.B. 1672, Pg, 155
P.B. 2.3, Pg. OOB
I
I
AREA #3_a I :�
(2912NACRES) EXIST NO 100' �
PO LINE
L T/�
.EXISTING L�
WETLANDS
r/
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GARLAND TUTDN
D.B. 1598, Pg. 565
M.6. 35, Pg. 154
a
n• I
r
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1
50' SETBACK FROM � �'• , ��
EXISSINC VETLANOS �� y
PROPOSED S' PVC PERF..
% PIPE CROUNDWATER
LOWM42 SYSTEM (TYP.) 7 "�
2.0 ACRL PROPERTY TO BE
RECOMBINED W/TOTAL TRACT
I�- — PRIOR '10 DEVELOPMI~NT
1 D
\ • !
IRRIGATION AREA #1
(22.78 ACRES)
INFILTRATION BASK \ �t "'•+-'"�f i
A
Ex15nNC �'`
EXISTINC ,
I OUSE (rYP,) . ROPOSED OROUNOWAIM
."0/' LOWERING SYSTDA METE 1
EXISTING STATION STATION (471,000 GPO)
DRIVEWAY �^ M
ExtS rT NG C� ANTN 4 SYDES
!PAVED "AD { \ D.B. 2149, Pg. 44 _
-,!//.r ti M.B. 25, Pg, 217 i
C PVC
IRRIGATION PONDS
RAMSBY ROAD -24 R 13
(CI�W' PUBUC R/w) 324
Carolina Fmvrt Park do
Cam! m EleaataV121y
School
THE BOARD OF TRUSTEES
NCSU
D.B. 516, Pg. 408
IRRIGATION AREA #2
(9.77 ACRES)
Iu+►�nPCT �! »! f
BOUNDARY
m,) i If
PROPOSED FaiDUNpirATEA Ai4i}TE
CURTAIN (APPRDX 1.605 LF)
—PIIDIYGSEn zo
_Q�puA+p�s. AQEESS
MW
PROP
APR 44
--asr�o wrlp
�0011,000 OPD)
INSTALL APPROX. 2,440 LF.
OF Sf_CURfTY FENCE
EXISTING�
DITCId 1TYP.) /� z
: �✓� �/ 39 SCALE: 0 - 30O'
' 4 \
SCALE OF W MAY VARY
DUE TO METHODS OF REPRODUC710N.
ONSLOW COUNT~
0.8. 842, PG. 190
PB`24, PC. 211
THE BOARD OF TRUSTEES
NCSU
D.B. 516, Pg. 408
I
VICINITY MAP
NOT TO SCALE
GENERAL NOTES
1, BOUNDARY, TOPOGRAPHIC AND WEILAND SURVEY INFORMATION
PROVIDED BY PARKER & ASSOCfA Es, INC. DATED SEPTEMBER 16,
2008. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES
ONLY. NOT FOR RECORDATION. ADDITIONAL TOPOGRAPHIC DATA
PROVIDED BY NCDOT LIDAR GIS DATABASE.
2, ALL CONSTr;UCTIU4 ACTIVITIES SHALL COMPLY WITH THE APPLICABLE
SAFETY STANDARDS AND REQUIREMENTS,
3. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH
THE ENGINEER.
4. THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF
EXISTING UTILITIES WITH THE UTILITY OWNER,
5. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED
BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER.
6. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMA 17ON
REQUIRED FOR RECORD DRAWINGS.
7, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORTH CAROLINA
DEPAR7MENT OF ENVIRONMENT & NATURAL RESOURCES (NCOENR) AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
REQUIREMENTS, WHERE APPLICABLE.
6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED
MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER.
9. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS
SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE.
(A) THE WATER MAIN 15 LAID IN A SEFARAfE TRENCH, WITH THE
E""LEVA710N ON THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (16) INCHES ABOVE THE TOP OF SEWER, OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND VRTH THE ELEVATION Cr THE BOTTOM
OF THE WATER MAIN AT LEAST EIGHTEEN (13) INCHES ABOVE THE
TOP OF SEWER.
10. CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR
A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE
LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
IS AT LEAST EIGHTEEN (18) INCHES AUOK THE TOP OF THE SEWER,
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18)
INCH SEPARATiON -- IN WHICH CASE, BOTH THE WATER FAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MA FERIALS ANII WITH
JOINTS THAT ARE EDUIVALENT TO WATER MAfN STANDARDS FOR A
DISTANCE OF TEN (10) FEET ON EACH SfOE OF THE CROSSING.
CROSSING A WATER MAIN UNDER A SEWER, WHENEVER IT JS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EOUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF TEN (TO) FEET ON EACH SIDE OF THE POINT(S)
OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
12. SEWER AND STORMWATrR PIPES TO HAVE A MINIMUM OF 24'
SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER
PIPE.
BEFORE YOU DIG I
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW i
x, AA
& w. ,Ir fopt
FINAL DRAWING�j
NOT RELEASED
FOR CONSTRUCTfON
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SEE DETAIL 5/06.2)
1.200 LF OF �
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14.00' i' FRIMM I'55 YARD J
—r---.---.a HYDRANT
1 SCALE: 1' = 50' /\
5D' 3 50' /
SCALE OF MAP WAY VARY (A)
DUE TO HIETHDDS OF REPRODUCTION.
1 i
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rA L APPROX 297LF. STAND -BY OEFIERATGR i
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PROPOSED 6' PVC (fit 21)
IRRIGATION FORCELW
\ \ 1 \ (SEE SHEETS C5.3 — C5.4)
FG
UNDERORAIN SY61E)d —r—
E SHEET C5.1) /
RCPOSED GROUNDWATER
OWEii1NG SYSTEM PUMP STATION
SEE SHEET C5.2)
12.
VICINITY MAP
NOT TO SCALE
BOUNDARY, TOPOGRAPHIC AND wFTLAND SURVEY INFORMATION
PROVIDED By PARKER & ASSOCIATES, INC, DATED SEPTEMBER
16, 2008. INFORMATION PROVIDED FOR ENGINEERING DESIGN
PURPOSES ONLY, NOT FOR RECORDATION. ADDITIONAL
TOPOGRAPHIC DATA PROVIDED BY NCOOT LIDAR GIS DATABASE,
ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE
APPLICABLE SAFETY STANDARDS AND REQUIREMENTS,
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION
INSPECTIONS WITH THE ENGINEER.
THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF'
EXiSTING UT1LITiES WITH THE UTILITY OWNER.
THE CONTRACTOR SHALL REPAIR ALI EXISTING CONDITIONS
DAMAGED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER
THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL
INFORMATION REQUIRED FOR RECORD DRAMNGS,
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE
WITH THE TECHNICAL SPECIFICATICNS FOR THE PROJECT, NORTH
CAROLINA DEPAR70ENT Or ENVIRONMENT & NATURAL
RESOURCES (NCOENR) AND NORTH CAROLINA DEPARTMENT Of
TRANSPORTATION (NCOOT) REQUIREMENTS, WHERE APPLICABLE.
CONTRACTOR SHAL!. REMOVE AND DISPOSE OF ALL WASTED OR
UNUSED MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER,
LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER
MAINS SHALL BE LAIU AT LEAST TEN (10) FEET LATERALLY
FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT A TEN (10) FORT LATERAL
SEPARATION -- IN M41CH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH
THE ELEVA PION ON THE BOTTOM OF THE WATER MAIN AT
LEAST EICHTEEW (18) INCHES ABOVE THE TOP OF SEWER;
OR
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
13ENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION
OF THE 30170M OF THE WATER MAIN AT LEAST EIGHTEEN
(78) INCHES ABOVE THE TOP OF .SEWER.
CROSSING A WATER MAIN OVER A SEWER. WHENEVER
NECESSARY FOR A WATER MAIN TO CROSS OVER A SEINER, THE
WATER MAIN SHALT. BE LAID AT SUCH AN ELEVATION THAT THE
BOTTOM OF INE WATER MAIN IS AT LEAST EIGHTEEN (18)
INCHES ABOVE THE TOP OF THE SEWER, UNLE55 LOCAL
CONDITIONS OR BARRIERS FREVFNT AN EIGHTEEN (18) INCH
SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND
SEWER SHALT. BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE
CROSSING.
CROSSING A WATER MAIN UNDER A SEINER, WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER,
BOTH THE WATER MAIN AND THE SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF
TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING.
A SECTION OF WATER MAIN PIPE SHALT BE CENTERED AT THE
POINT OF CROSSING.
SEWER AND STORMWATER PIPES TO HAVE A MINIMUM Of 24'
SEPARATION FROM BOTTOM OF STCRMWATER PIPE AND TOP OF
SEWER PIPE,
BEFORE YOU DIG I
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW I
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION
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