WQ0033770_Final Permit_20110325

NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverh, paves Perdue Coleen H. Sullins
Governor Director
March 25, 2011
Mr. Anthony Sydes — President
Carolina Plantation Development Corporation
P.O. Box 7122
Jacksonville, North Carolina 28540
Dear Mr. Sydes:
Dee Freeman
Secretary
Subject: Permit No. WQ0033770
Carolina Plantations WWTF
High -Rate Infiltration System
On.slow County
In accordance with your permit minor modification request received February 2, 2011 and
additional information received March 14, 2011, we are forwarding herewith Permit No. WQ0033770
dated March 25, 2011, to Carolina Plantations Development Corporation for the construction and
operation of the subject wastewater treatment and high -rate infiltration facilities.
The modifications to the subject permit are as follows:
• The permit description has been revised to reflect a phased construction approach.
On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. Non -discharge permit WQ0033770 issued
by the Division of Water Quality falls within the scope of this Act and is therefore being extended until
December 31, 2016. Please note per your permit, a renewal application must still be submitted six
months in advance of the extended expiration date.
This permit shall be effective from the date of issuance until December 31, 2016, shall void
Permit No. WQ0033770 issued April 9, 2010, and shall be subject to the conditions and limitations as
specified therein,. Please pay particular attention to the monitoring requirements listed in Attachments A,
B. and C. Failure to establish an adequate system for collecting and maintaining the required operational
information shall result in future compliance problems.
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www.nmatemualily.org

Mr. Anthony Sydes
March 2512011
Page 2 of 2
Please pay special attention to the following items:
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.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Lori Montgomery at
[phone] or [e-mail].
Sincerely,
��/Cole n H. Sullins
ec: Onslow County Health Department
Wilmington Regional Office, Aquifer Protection Section
James W. Holland PE — P.O. Box 2928, Surf City, NC 28445
Technical Assistance and Certification Unit
Permit File WQ0033770
Notebook File WQ0033770

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
Carolina Plantation Development Corporation
Qnslow County
FOR THE
construction and operation of a 300,000 gallon per day (GPD) wastewater treatment and high -rate
infiltration facility to be constructed in two phases, as follows:
Phase I (treatment and dislposal capacity=150,000 GPD):
• a manual bar screen with '/z-inch spacing;
• one (1) 37,500-gallon aerated flow equalization chamber served by one (1) 105 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 three (3) 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 post -anoxic mixer;
• two (2) 12,500-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 one (1) 50 CFM air scour
blower (main plant blowers as backup);
• one (1) 8886-gallon clearwell chamber with dual (2) 780 GPM filter backwash pumps;
• one (1.) 8,616-gallon mudwell chamber each with dual (2) 100 GPM return pumps;
• one (1) 3,125-gallon chlorine contact chamber 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;
• two (2) high rate infiltration basins (Basin #2 and #3 - each basin has an effective volume of 1.0
million gallons (MG) and will be loaded at a rate of 3.48 GPD/ft),
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a groundwater lowering system with an average capacity of 471,400 GPD, consisting of
approximately 1,022 linear feet (Lf.) 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 and a groundwater flow meter; and
approximately 2,875 Lf of 6-inch groundwater force main to transport groundwater to two
proposed on -site irrigation ponds with potential for pond discharge to an unnamed tributary to
Halfmoon Creek;
Phase H - (150.000 GPD) total treatment and disposal capacity = 300,000 GPD:
• a manual bar screen with 1/2-inch spacing;
• one (1) 37,500-gallon aerated flow equalization chamber (bringing total flow equalization volume
to 75,000-gallons) served by one (1) 105 cubic feet per minute (CFM) blower, a membrane diffuser
system, and dual (2) 208 gallon per minute (GPM) flow equalization transfer pumps (to replace the
Phase I flow equalization pumps);
• a flow splitter box;
• one (1) 9,380-gallon anaerobic chamber, served by one (1) 4 gallon per hour (GPH) alum feed
pump and one (1) 1 horsepower (hp) anaerobic mixer;
• one (1) 18,760-gallon pre -anoxic chamber, served by one (1) 2.5 hp anoxic mixer and backup
membrane diffuser in case of mixer failure;
• one (1) 145,962-gallon aeration chamber served by three (3) 500 CFM train 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;
• one (1) 35,814-gallon post -anoxic chamber with one (1) 5 hp post -anoxic mixer;
• two (2) 12,500-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 one (1) 50 CFM air scour
blower (main plant blowers as backup); - -
• one (1) 8886-gallon clear -well chamber with dual (2) 780 GPM filter backwash pumps;
• one (1) 8,61.6-gallon'mudwell chamber each with dual (2) 100 GPM return pumps;
• one (1) 3,125-gallon chlorine contact chamber 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;
• two (2) high rate infiltration basins (Basin #1 and #4 - each basin has an effective volume of 1.0
million gallons (MG) and will be loaded at a rate of 3.48 GPD/ft');
to serve 778 single fancily three (3) bedroom units and 83 multi -family two (2) bedroom units at Carolina
Plantations Development, with no discharge of wastes to surface waters, pursuant to the application
received February 2, 2011, and subsequent additional information received by the Division of Water
Quality, and in conformity with the project plans, specifications, and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
This permit shall be effective from the date of issuance until January 31, 2016, shall void Permit No.
WQ0033770 issued April 9, 2010 and shall be subject to the following specified conditions and
limitations:
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I. SCHEDULES
Upon completion of construction and prior to operation of high rate infiltration Basins #1, #2, #3, and
94 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. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facilities, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that the permitted facility has been installed in accordance with this
permit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable. If this ro'ect is to be com leted in bases and
partially certified, the Permittee y to track further construction approved
under the same permit, and shall s shall
de a final certificate iof P rthecetheen
t
been corn leted. Mail the Certification to the Division of Water Aquifer Protection
has
p Quality, q on Section,
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 such that
an in -place inspection can be made. Notification to the Aquifer Protection Section's regional
supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
4. The Wilmington Regional Office, telephone number [phone], shall approve piezometers
PZ-1, PZ-2, PZ-3, PZ-4, PZ-5, and PZ-6 prior to installation, and the monitoring wells shall be
installed prior to beginning waste disposal operations. The regional office shall be notified at least 48
hours prior to the construction of any monitoring well, and such notification to the Aquifer Protection
Section's regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays. The monitoring wells 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
monitoring well is marked on Figure 2.
5. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
c. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property, The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636,
6. Gauges to monitor waste levels in the infiltration basins shall be installed prior to operation. Caution
shall be taken not to damage the integrity of the liner (if present) when installing the gauge.
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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 Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
11, PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all tunes so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the infiltration areas to adequately assimilate
the effluent, the. Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
ISA NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
6. The Operational Agreement (attached) between the Permittee and the Environmental 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.
7. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system was individually pennitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
8. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
10. In accordance with 15A'NCAC 02L ,0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
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11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites permitted after September 1, 2006 (Basins 1-4) 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:
1.00
viii. Airy 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/1 and a Total Phosphorus of 2 mg/l in accordance
with 15A NCAC 02T .0706(c). I
b. The setbacks for storage and treatment units (all units permitted after September 1, 2006) shall be
as follows (all distances in feet):
i. Any habitable residence or place of public assembly under.separate"ownership:
100
ii. Any private or public water supply source:
100
iii. Surface waters:
50
iv. Any well with exception of monitoring wells:
100
v. Any property line:
50
111I. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0707, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
3. Only effluent from Carolina Plantations Development shall be infiltrated on the sites listed in
Attachment B.
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4. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and operational at all times. If a generator is employed as an alternate power supply,
it shall be tested weekly by interrupting the primary power source.
5. No automobiles or machinery shall be allowed on the infiltration sites except during equipment
installation or while maintenance is being performed.
6. Public access to the infiltration sites and wastewater treatment facilities shall be prohibited.
7. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100, The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0708.
Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
9. Freeboard in the high rate infiltration basins shall not be less than two feet at any time.
10. Gauges to monitor waste levels in the high rate infiltration basins shall be provided. These gauges
shall have readily visible permanent markings indicating the following elevations: maximum liquid
level at the top of the temporary liquid storage volume; minimum liquid level at the bottom of the
temporary liquid storage volume; and the lowest point on top of the dam.
11. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
12. The infiltration basin(s) shall be periodically dredged to remove deposited materials that may impede
the infiltration process. Dredging records shall be maintained at the facility for a period of no less
than five years, and shall be made available to the Division upon request. The Wilmington Regional
Office's Aquifer Protection Section, telephone number [phone], shall be notified prior to
dredging.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
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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 to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration.
b. Name of person performing calibration, and
c. Percent from true flow. -
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5, The Permittee shall maintain adequate records tracking the amount of effluent infiltrated. At a
minimum, these records shall include the following information for each infiltration site listed in
Attachment B :
a. Date of infiltration;
b. Volume of effluent infiltrated;
c. Loading rates to each infiltration site listed in Attachment B;
d. Weather conditions; and
6. Freeboard (i.e., waste level to the lowest. embankment elevation) in the high rate infiltration basins
shall be recorded weekly. Weekly freeboard records shall be maintained at the facility for a period of
no less than five years, and shall be made available to the Division upon request.
7. Three copies of all monitoring data (as specified -in Conditions IV.3. and IV A.) on Form NDMR for
each PPl and three copies of all operation and disposal records (as specified in Conditions IV.5, and
IV.6. on Norm NDAR-2 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring montli, 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
Pursuant to § 143-215.1 C:, the Permittee shall provide to its users and the Division of Water Quality
an annual report summarizing the performance of the wastewater treatment and infiltration facility
and the extent to which the facility has violated this pennit, or federal or State laws, regulations, or
rules related to the protection of water quality. This report shall be prepared on either a calendar or
fiscal year basis and shall be provided no later than 60 days after the end of the calendar or fiscal
year. Two copies of the annual report provided to the Permittee's users shall be submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
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9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date and results of power interruption testing on alternate power supply;
b. Date of calibration of flow measurement device;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e_g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Piezometers shall be sampled after construction and within 3 months prior to initiating non -discharge
disposal operations. Monitoring wells shall be sampled thereafter at .the frequencies and for the
parameters specified in Attachment C. All muping, 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 ?. -
11. For initial sampling of monitoring wells, the Permittee shall submit a Compliance Monitoring Form
(GW-59) and a Well Construction Record Form (GW-1) listing this permit number and the
appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW-59)
without copies of the Well Construction Record Forms (GW-1) are deemed incomplete, and may be
returned to the Perm.ittee without being processed.
12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form. (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification formm shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
13, An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each infiltration site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
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14. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (9)0)
796-7215, as soon as possible, but in no case more than 24 hours, or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Effluent breakout from the infiltration basin(s).
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection. and maintenance to ensure proper operation of the
wastewater treatment and disposal facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions, facility deterioration and operator errors. resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection l6g that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and disposal facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement, action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
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3. This permit is effective only with respect to the nature and volume of wastes described in the penztit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes. _
5. In the event the permitted facilities change ownership or the Permittee changes -their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein .
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 25'' day of March. 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Sullins, Director
Divisi n of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033770
WQ0033770 Version 1.2 Shell Version 101229 . Page 10 of 11

Permit No. WQ0033770 High Rate Infiltration System
Carolina Plantation Development Corporation March 25, 2011
Carolina Plantations WWTF Onslow County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, 1,__ _
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
Mailing Address
City State Zip
Telephone E-mail
NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
WQ0033-70 Versioir 1.2 Shell Version 101229 Pave 11 of I I

THIS PAGE BLANK

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — Phase I Effluent
Permit Number: WQ0033770 Version: 1.2
EFFLUENTCHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
PCS
Code
Parameter Description
Monthly Average
Monthly Geometric
Mean
Daily Minimum
Daily Maxiroun�
Measurement
Frequency
Sample
Type
50050
Plots, in conduit or thru treatment plant
150.000
GPD
Continuous
Recorder
00310
13OD, 5-1)ay (20 Deg. Cl
10
mgll
2 X week
Composite
00530
Solids,'Total Suspended
15
mg/l
2 X veek
Composite
31616
Colil'orm, Fecal Iv1F, M-FC Broth.44.5C
14
4/100 1111
2 X week
Grab
00610
Nitrogen, Ammonia Total (as N)
4
ntg/l
2 X week
Composite
00620
Nitrogen, Nitrale'Tola1 (as N)
10
mg/l
2 X week
Composite
00600
Nitrogen, "Total (as N)
4
rng/l
2 X week
Composite
00665
Phosphorus, Total (as P)
2
mgll
2 X creek
Composite
50060
Chlorine. 'Total Residual
5 X week
Grab
00400
p1l
6.0
s.t►.
9,0
SAL
5 X Week
Grab
70295
Solids -Total Dissolved
3 X Year'
Composite
00940
Chloride (as Cl)
3 X Year r
Composite
1. 3 X Year sampling shall tie conducted in March. July-, and November_
WQ0033770 Ver;ion 1.2 Attachment A Page I of

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 002 — Phase II Effluent
Permit Number: WQ0033770 Version: 1.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMVNTS
PCS
code
Parameter Description
Monthly Average
Monthly Geometric
Mean
Minimum
Daily lllaxinium
Measurement
Frequency
Frequency
Sample
Type
50050
Flow, in conduit or thru treatment plant
300,000
GPD
Continuous
Recorder
00310
BOD, 5-Day (20 Deg. C)
10
mg/I
2 X week
Composite
00530
Solids, Total Suspended
15
nig/l
2 X week
Composite
31616
Colir'orin, Fecal MF. NI-FC 13rod-04.5C
14
#/100 ml
2 X week
('crab
00610
Nitrogen. Ammonia Total (as N)
4
mg/I
2 X week
Composite
00620
Nitrogen. Nitrate Total (as N)
10
mg/l
2 X kieek
Composite
00600
Nitrogen, Total (as N)
4
mg/l
2 X week
Composite
00665
Phosphorus, 'Total (as 11)
2
mg/l
2 X week
Composite
50060
Chlorine, Total Residual
5 X week
Grab
00400
pit
6.0
s.u.
9.0
S.U.
S X Week
Grab
70295
Solids, Total Dissolved
3 X Year
Composite
00940
Chloride (as Cl)
3 X Year'
Composite
3 X Year sampling shall be conducted in March, July, and November.
W00033, 'ersion 1.2 Attachment A ,e 2 of 3

ATTACHMENT A LIMITATIONS AND MONITORING REQUIREMENTS
PPI 003 — Gromidwater Lowering Discharge
Permit Number: WQ0033770 Version: 1.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
PC5
Code
Parameter Description
Monthly Average
Month ly,Geometric
I Iean
Daily IF[inimuw
Daily MaximumFrequency
Measurement
Sample
Type
50050
Flow. in conduit or thru treatment plant
471,400
G11D
Continuous
Recorder
00310
130T7, 5-Bay (20 Deg. t:)
2 X week
Grab
00610
Nitrogen. Ammonia Total (as N)
2 X week
Grab
00620
Nitrogen, Nitrate Total (as N)
2 X week
Grab
00600
Nitrogen. Total (as N)
2 X week
Grab
00605
llbosphorus, '! otal (as P)
2 X week
Grab
50060
Chlorine. "Total Residual
5 X meek
Grab
00.100
pit
5 X Week
Grab
70295
Solidsj otal Dissolved
3 X 'Year'
Grab
00940
Chloride (as Cl)
3 X Year
[;rab
00680
Carbon. Total Organic (TOC)
3 X Year
Grub
3 X Year sampling Shall he conducted in March. July, and November.
WQ0033770 Version 1.2 Attachment A Page 3 of 3

THIS PAGE BLANK
WQ0033 'ersiou 1.2 Attachment A `age 3 of 3

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Carolina Plantation Development Corporation — Carolina Plantations WWTP
Permit Number: WQ0033770 Version: 1.2
INFILTRATION AREA INFORMATION
APPLICATION UNIv ATIONS
I3asin /
Field
Owner
County
Latitude
Longitude
Net
Acres a
Dominant
Soil Series
parameter
Loading
Rate
Units
1
Carolina Plantation Development Corporation
Onslow
34049'14'
77"24'17"
0.49
Lynchburg line sandy [mini
01284 - Application Scrrlace ii-s-igation
3.48
G1,1)/11'
2
Carolina Plantation Development Corporation
Onslow
34°49 15
77024'20"
0.49
Lyncliburg tine sandy loam
01294 - Applicatioil Surface Irrigation
3.48
(iPI)/Ii2
3
Carolina Plantation Development Corporation
Onslow
34049'17'
77"24'19"
0.49
Lynchburg Fine sandy loam
01284 -Application Surface Irrigation
3.48
GPI /ftz
4
Carolina Plantation Developrrterrt corporation
Onslow
34049 15
7T24'16"
0.49
Lynchburg fine sandy loam
01284 - Application Surface Irrigation
3.48
GPDIfi'
Totais
I.96
WQ0033770 Version 1.2 Attachment B Page I of l

THIS PAGE BLANK

ATTACIIMENT C --- GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0033770 Version: 1.2
Piezometei s: PZ-I, PZ-2, PZ-3, PZ-4, PZ-S, and PZ-G
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCs Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
825,16
Water level, distance from measuring point
Monthly
Cal(:Wated
L2
1. The measuring points (top of well casing) of all piezometers shall be surveyed to provide the relative elevation of the measuring point Ibr each monitoring mcasuring points (top of
casing) of all piezometers shall be surveyed relative to a common datum.
2. I'iezoanetem shall be reported consistent with the nomenclature and location in[brination provided in Figure 2 and this attachment.
WQ0033770 Version 1.2 Attachment C Page I of I

ADIFONDACK TIMBER CO., INC. N,
0.8 1672, P"y. 155 \
P.E. 23, Pg. 008
ADIRONDACK TIMKF� CO., INC.
D.B. 1570, PCs lrr.
P.E. 2-, Pg- OUE
THE, BOARD OF TRUSTEES
NCS! 1
D.B 51G, Pg 408
L�
i
�r
g
•,z
SCALE: I" =300'
300' 0 300'
SCALE 0Y UAP MAY VARY
DUE TO WETHODS OF REPRODUCTION
Ti-4-- BOARD OF TRUSiLE2
Ncst,
D.B. 51E, ?g 406
wwTp
SrTE
V1CIA rfTY MA.
NOT TO SCALE
k;AfRA W-t :-S
BOUNI)ARt', TOPGGRAPH,; ANP I&TILANU 5'URVE` wFO&m47.0,.
DRO�JDEG BY PARKER &• ASSOCIATES. INC- UATED SEPTEMBEH 16.
rDCE'. INI"ORMADON PPotgDEL1 FOR CN-NzERINC: DESIGN PURPOSES
ONLI. N07 FOR,' P7CORDAT1ON. A.^.=ITIONAL TOPOaRAPHI� PAT,
PROVIDED yY AICL'07 UDAk G!: DATABASE
ALL CONSTRUCTION ACRVITIEw SHAL! COMOLY WI7H THE APPLICABLE
SA, 7''' STANDARD' ANll REQUIREMENTS.
., TF'- CONTRA,^.TOR SHALL COORDINAit CONSTRUCTION INSPECTIONS VT:
1N= ENG1NEEr'.
4, THE CONTRACTOR SHALL- CO
RELOCATION,/REMOVAL. O�
EX!S7ING Ui'L1TIES MIII THE UTILITY OWNER.
TH_ CONTRACTOR SHAL4 RFPAIR AL! . EX157INC, CONDITION; NAMACEi
55' CONSTRUCTION TO ORIGINAL CONDITIOW Of, BETTER
6. THE CONTRACTOR SHALL PROVIDE ENCINEEP WTI: ALL INFORMATION
REQUIRED FOr, RECORO DRAWINGS.
ALL WORKMANS'HIL AND MATERIALS SHALL Be IN ACCORDANCE WTH
7NL. TECHNICAL SPE'CIr'10ATfONS FOR THE PRO_ECT. NORTH CAROLINA
DEPARIMEN-, Cr ENVIRONMENT I NATURAL RCaOIIRCES I'NCOENRi ANu
NORTH ,^,AROLINA [IEPARTMEN- Or TRANSPORTATION (NCDOT)
REOUIREMENT�, WHERE ApPLICAEILE.
$. CONTRACTOF" SMALL REMOVE AND D,SP,OSE OF AL: WAS E`Z; OR UNUSEC
MATERIALa UNLESS.' 0f+1rRWrSE DiREC7ED BY OWNER.
5. LATER,',,- SEHARATTON ff SEWERS OR WATER MAINS WAicR MAN15
SHAL. BF LAX, AT LEAS' TEN :70j FEET LATEkALLY FROM EXISTING
PROPOSE[' S_WERr, UNLES COCA( CONDITIONS OR AARR;ERS PREVCN
A TEN (TO,' FOOT LATFRA. SEPARATION -- 1N WHICH CASE.
(A; TH.F WATER MAIN !S [AID IN A SEPARA(E 7RENCP, M71; THE
ELEVATTCLN ON THL 80TT(m Or THE WATER MAIN AT LEAST
EiCHTEEN (78,1 INCHES A&DV_ THE 71;' CP SEWED: OR
(3) THE WATER MAIN !. AID IN Tr:E SAME MENCH AS THE SEW=F
W-T}! .THE WATEP MAIN LOCATED AT ONE. SIDE ON A HENU'f 0�
UNDISIURBED EARTH, AND W4Tsd TNF ELEVATION OF THE BOTTOM
t7r 7fi! IiATE'R MXh A7 LEAST riGHTEEN (18) IN' -'HE:, ABOV: THE
70D DF SEWP,
1{,, CRO551N: A WATER MAIN OVEP, A S&V FP WHENEVER NECESSARY FUR
A WATER MAIN TO CROSS LIVER A SEWED, THE WATER MAIN SHALL. BE
LAIC' AT SUE), AN, ELEVATION THA7 THE 807TOu 01' THE WA7Ek MAIN
I; A 7 LEAS: Ef(;HT?:EN (lei INCHE'S AE30V' THE TOP OF THr: SrKFr ,
UN'ESS L0-'AL CONDITfONS OR BARRIERS PREVEI"'T At, EIGHTEEN (IBi
IN�rI SEPARATION -- IN WHIN CASE, BOTH THE WA+EP MAIN AND
SEWFR SHALL QT CONSTRUCTED Or FERROUS MAIT_RIA'_5 ANP WTH
JOINTS THAT ARE E00VALENT TC WA TER MAIN STANDARD; FoP A
DISTAr.�E 0- TEN (TD! FECT ON EACH S10E OF THE CROSSING.
9; CROSSIN;A WATER MAIN UNDFR A. SFWrF. "ENEVEF 1T !_
NECESSARY FU'! WATER MAX TV OROS= UNCIEF. A S WER. BC.`?F+ TH:_
WATER MAIN AWE' THE SEWER SHALL SE CONSTr3UCTrfi Or FERROUS
MATERIALS ANC' V"lH' JOINTS EOLIIVALEN7 TO IM,77F' MAIN STANDARDS
FOP. A 01STA .'C_ Or TEN (10 FrE7 ON EACH 51DL' Cr iHC ¢0l97(5
Or CROSSINL A SECTION OF WATEF MAW PIPE SHALL BE CENTERLt
A 7 THE Par;' OF CROSSING
SEWER AF.r SrORMWATFr. Pfa w TO HAV< A MINIMUW, 0= 2a"
5EDARA710 FRO01. 807TOIV OF $70FeMWATEP. PIE;: AAI� TOR' SEMV'P,
P1p_
BEFORE YOU DIG S
CALL 1-800-632-494P
H.C. ON ---CALL CENTER
• IT'S THE: LAw I
/*
I r
if
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F+wtio� Jrt,lay �
FINAL DRAWING
NOT RELEASED
FOR CON5TRUCTICn
4n�n�rw,� f
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OF 20 SHE

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5 1 14INSTAJ APROO}_ 1.605 L.F.
^E%ISTWG WEMAND LiNE 1 iJ; OROLIN�NATER BAFFLE CURTAIN
BOTTOM .. 7&00
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1�f1'Y�FT•�7,�r�--¢.'��. :ter —. �...—...•�:
me as LT0' { q id 2
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INFILTRATION BASIN #3 i )NFILTRAWN BASIN 04
III I F . 1 C4(SEE SHEET .,• (SESHEET C4.,)
3
! I•Y-TALL APPRBPLF,
4PVC (SCi1 1flx--------IWILTRAMN
iNsTALL APPwO S70i�.ti INSTALL "S'"4' COHC1iETc
TD0.0 of 3" PY;k ( EO) TO SPLITTFR BOX TO DIRECT FLOW
(GYP I MiFL7RATIOrI BA.ry115 24:3 ro EACJi INFILTRATION BASIN SLOtl'
5Fi 0E1AlLf7\ �L
— M45TALL 12"1�ICK CLASS
Rllo APRON w/ S' ' T
I I ' RIP RAP SCOUR PAD TYP.)
SEE OaAtL `
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(Typ')
Wa
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1 1 FI (y, ,r�' 1 r.^
bJ i
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i
F IAIC ! EV P'•N!Xit'• & SSCCI:.Mf INC. GATE!, jFPTEMEE"
i; 2i10E' tti-0,{Mf 77;)!J P� i>•.i>Ei! COR ENCINCi RR. pE51C�;
sA i2DDp'
f","OPC5 DNL� NGT F( PEL'DRLIATYO!, AD7,TI0NA_
(TYP,j
TDAODRP:YY:; DATA, Pk:�LD L7Y NCDOi LTL)Ap Gf D:;ki 5
+
- AL CONSTi(LI T)UN ACT)117 SHALL C.O.MPLY W,_m THE
--•PR�P05c'{i � �
ACCESS ROAD
I'
i'
APPLICARLE SArFTY S)AfvOARO:; W; REDUIRFACFN71.
J
3 T1TF CONTRACTOa SHALL COOROTNAT£ CONWTRL;0T)0ii
'FdtL'SYAfk
,t
+'�
TNSF£CT10r"' W`^n TFi: ENC:wEcE
!.—MAC; 9iT
^ MAC; �eETETt VAULT
l
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r
/
E•v;SIFNO• UTP_' EL W17'.THE LITiOT'" OWNEr
LT GINTRAGT,'W 3'HALl P.FPa,? Ri.t Exr57]NO CONpt7tON:
4NSTAU MWM). L440 LF
5
DAMAGE'(1 B'•' CONSTROOT'ON ,; MG1Nr,[ OIVDJTI 1N OR 6--TTER
77-7 CONTRA, Top SHALT r-R0"Vh L ENPNEEF MT,,i AL_
.. CF CHAJH LW FENCE
i (5EE DETAIL S/Mk. 'fr
a
r',
INFORMATIOIV REOUIREI, iOk RECGRfj ORAWINCO
I
T AL. WORKMAN5HIP ANT; MATERIAL. SHALL be IN' ACCORDANct
WATE APPROX. 1,200 LF or
i
W D, 714E T`CHNtCA, SPEClFfC4T)ON5 FOR THL FR0,CC7, NORTH
MACE DITCH 4i D.SOS SLlWc
CARCUNA OfPARTMERrT OF EWP.UNfiALN? d NA IURA.:,
It
�.
0!:'XUR,_S 1NCOENR; AM, N09.7F� CARGLINA C"pARTA'ENT Cr
R80.6J
'
`N
TRANSPORTATION (N=DC) P,£OUIREMEC", WHERC APPLt ABL_
" �- ,�'m'-••--•-----� •' FRMM ES5 YAM
-
E CC1NfTRA4'TGR' SNgL_ RcA:DY= AND C.5pG5; Or ALL WA.TEO OP
UNUSEC MATERIALS UNLESS UTHERi-SE DI!2£CTE:D RV OWNER-
HYDRANT (TYP.)
. ...,
g. LATERA, S-EPARATION C.- SF71rc .5 OR WATEP. MAINS. WATEP
FAAIN' SHAL' "- LAIL' A, L CA.•7 Tk-Af (I'll +crcr 'TFF'
�� r � rE•.s� ..
II }n 5G' 0 5D'
I- SCALE CTICI:.
a MAP MAY VARY
CUE 51dcTHCDS OF REPROAU
}a q11
)YARP
T,
♦' _ P
. -
_ - -
�:.. I r ti BU(TOit Ei.Ek; r 'J5.OD,1-'-•------ - FREEZELESS YARD — T.
(SEE MEET C4.1) (TYP.) KYDRANT (TYP,) �' ; .I R35.0CIt
•�• x •
tiE"
LPRAPDSEtS GRWNOwAtER
NiDERDKWN STSiFYf
(SQ 9F�ET MI)F
L011FOSED SYSTE?1> WilA s1A7IDF:
-r
/ '4143F
J (SEE 5a' cm-.2)
� OF C DIP (Q
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f
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POSE=
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FFOM CYISDIi- SR PRCIr-OSri; S. WFRS, UNLCC ' LO..AL
r CONOf7IOld'; C. BARR)1=R5 PREVENT n TEN (fU: r'OOi LATERAL
SZPARA TION -- Al WHICH CASE;
LF. STAND—BY si AAMR r . • �'�
50) . (SM ELECTPoCAL PLANS) �+
f r.
rAi
THE WATEP MA1fJ I- 'A1G IN SEF'AI-AT: TKLNCC, K"TH
,HE ELEVATIOri ON THE &GTTOI., OF PIE WATER MAIN AT
LEA:,T CIGNTECh' (18; INCHES ABOVE. THE TO., Or SLWEE-:
OP
T!!_ t7ATLP AAAI(% !S LAI: IN T)'!_ =AML THENLn A!: T};E
SCWEF KITE; TH£ v/ATER MAIN LOCATED A; ONF WE ON A
BCNCH OF VMD!STURBEP EARTh, ANL• WITH THE ELEVA710h
Or THt BO1'10M OF THE WATE?- MAO,, AT LtAS` EIGHTEEN
(781 114M.ES ABOV. 7A;' TOc &i 5rWER.
CRC'SS;W, A WATE MAX' OVEn A, SFWER, WH'ENFi::
NLCL`SWY FOi A WATER Wit,, 7C CROt_' O'.EP F SFW£P, "H'
WATEP MAID.' SHAG 5c- LA15 AT 5;- AN Li'VAT04 THA- ThE
BGTTDM Ce IT;' WA":: MA. rd !S r•' :EA,• Ci1a1l7 EN (,5,'
IN,.Ez- ABOV; TN_ TOu Or 11` 5EW R, UNLESS LOCA:
COND;T;EIN'C L- BAM.7-PS i`P-VZW' Af' DCt4TED. ''1E) tNCC
FFDAWim -- IN WHICH ;;ASE, HJT�I Teir W-,TER MA:N AN'
SEArF. SHALL &F COIZTRU'CTEi; GF FCRR(,115 MATERIALS At;
WTH JOINTS Ta,:7 ARE EO'UWALENT TO WATEP WAIN 77ANDA170
FCrn A O!STAKCc Ol: 7-CW 00) FE;:T ON LA_ . SIDE Or ,..�
CRI155rn1�.
MjaSW5 r WATEF. VAIN (1NGFP A
NLC-a3AR` FC 4 1, ,IL MAIN lb ',ROSS UIZA SEASF..
BG#+ !H: WF,E'-' MAW ANC rhL SEWr? SHA 5c
CON`STnUC7u 0 FEPROUS MATEPrlL_- AND Y..r. 101h"E
EOUIVALEN' _' WATER MAIM 57ANDAPD_ FOF . ,;,STANC_ 0-
`eN ;101 FEr, ON CAvr S[L': Or THE pD)KT15; L'FOESi1w�
A SLCTION C- WA TEP M*,,' P;PE ,),ALL B: CEN I;R£IJ AT' 7r'C
POW, OF CR455ih'.
5;►:Fr.' AND STORMWAT_F,' P,D[S" NA;-- KNUAIJA:'O' ' ' ?4"
S ^_'0A!RNTIf-1• `'-kOW SCTTOPI .. :il^v ..rV.!'. T£. pl?_ AN..- Tcc. L.
BEFORE YOU DIG I
CALL 1-90D-632-4549
F.L. ONE -CALL. CEFTTEP.
-`5 THE LAW I
Wks
c SE4L �
N
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FINAL DRAWING
NOT RELEP.$EC
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(SEES SHM C4,5) }
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5000,
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(SEE SKEET CS1)
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-
GENERAL NOTES
I I. BOLI41)AR1', TOPOGRAPHIC AND KETLAND SURVEY INFORMATION
PRO4'DED BY PARKEF & ASSOCIATES, 'INC. DATEO SEPTEMBER
' \
r 76, 2008. INFORMATION PROVIDED FOR ENGINEERING DESIGN
20.00F --' ,
PURPOSES" ONLY NOT FOR RECORDATION. ADDITIONAL
TOPOGRAPHIC DATA 'PROVIDE!) BY NCOOTLIDAR GIS DATABASE.
rPROPOSED 20' CRAM!
2, ALL CONSTRUCTION ACT!ATIES SHALL COMPLY WITH THE
/ ACCESS ROAD + '+�'
/
APPLICABLE SA1-ETi STANDARDS AND REQUIREMENTS.
3. THE CONTRACTOR ShALL COORDINATE CONSTRUCTION
INSPECTIONS 447TH THEENG7NEE"R.- -
4. THE CONTRACTOR SHALL COORDWATF RELOCATION/REMOVAL OF
_
EXISTING UTILITIES WITH 714E UTILITY .OWNER,
5. TH_ CONTRACTOR SHALL REPAIR ALL EXd37tNG CONDITIONS
INSTALL APPROz 2,MOIF -
' DAMAGED B'' CONSTRUCTION TO ORIGINAL CONDITION 'OR BETTER,
S. THE CON7RACTO' SHALL PROVIDE WITH
,-,--OF CHAIN LINK FENCE
(SEE OETML 5/Gs,2) '.
ENGINEER ALL
INFORMATION REQUIRED FOR RECORD ORAN?NGS. -
i 1
7. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE
��
Oa Q66%
WITH THE TECHNICAL SPECIFICATIONS FOR, THE PROJECT, NORTH
BITCH SLOPE
CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL
j
RESOURCES (NCOENR) AND NORTH CAROLINA DEPARTMENT OF
R04pG''.
TRANSPORTATION (N.CDOT) REQUIREMENTS WHERE APPLICABLE.
'CONTRACTOR
i43.Sa'
t
S. SHALL REMOVE AND .DISPOSE OF ALL WASTED OR
UNUSED MATERIALS :UNLESS 07HER'IVISE DIRECTED RY OWNER
I' FRU YARD- � /
8. LATERAL SEPARATION OF SEWERS OR WATEP MAINS. WATER
�'
SS
MAINS SHALL BE LAID A T .LEAST TEN (10) FEET LATERALLY
SCALE: 5• -g0'
FROM EXISTING OR PROPOSED'EWERS, UNLESS LOCAL
- '50' D 5D'
CONDITIONS OP BARRIERS PREVENT A TEN (10) FOOT LATERAL
SEPARATION -- • IN WHICH CASE:
n
I
SCALE IMAP MAY VARY
OUE TO'ACTHODS OF REPRODUCTION.
(`j THE' WATER, MAIN IS LAIC IN A SEPARATE TRENCH, WITH
-
-
THE ELEVATION ON THE BOTTOM OF THE WATERMAINAT
LEAST EIGHTEEN (78) INCHES ABOVE THE TOP OF SEWER;
OR
(B) THE WATER "AIN'IS LAID IN THE SAME .TRENCH AS THE
SEWER WITH THE WATER MAIN LOCATED AT ONE SLOE ON A
i
'•
`�'
EENCH OF UNDISTURBED-EART14. AND WITH THE ELEVA710N
o
d '
T
Cr THE BOTTOM OF THE WATER MAIN AT LEAST EIGHTEEN
(15) .INCHES ABOVE THE TOP OF SEWER.
o
�
10, CROSSING A WATER MAIN OVER A SEWER. WHENFVER
'TO
"_'
% NECESSARY rOR A WATER MAIN CROSS OVER A SEWER. THE
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$
�p %
WATER MAIN SHALL BE: LAID AT SUCH AN ELf_VAPON T�HA' THE
r
BOTTOM OF THE W6'E'P MAIN fS IT LEASTEdGHTEEN !?8}
!I
INCHES ARM THE TOP OF THE SEWER, UNLESS LOCAL
u
a ,•
�
YARD
CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (13) INCH
HYDRANT (TTP,
SEPARATION -- IN WHICH CAST_. B?TH 'THE WATER MAIN AND
SEWER :SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
41TH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE
CROSSING.
` — 17. CR.O YNG A WATER MAIN UNDER A SEWER.. WHENEVER IT IS
f I L 1 NECESSARY FOR A WATER MAIN TO CROSS UNDER A S£dYER,
— — — — - 50TH THE WATER MAIN AND THE. SEWER SHALL BE.
CONSTRUCTOa OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TD WATER MAW STANDARDS FOR A DI57ANCE OF
TEN On') FEET ON EACH SIDE OP' TTi- P—T(" OF CROSSING.
�'- —•� -k——r-rTrx / _ A SECTIOL Or WATER MAIN PIPE SHALL BE CENTERED.AT THE
POINT OF CROSSING. _
LOWERING S^rsTEM PUMP STATION L STAND-BY UNERA70R / % 12. SEWER AND STORMWAT6R PIPES 'TO' HAVE. A MINIMUM OF-.24"
(SEE SHEET C5,2) �! / /
(.SEE ELECTRrCA_ PLANS) �i � SEPARATION FROM 80TTOM OF STORMWATER PIPE AND TOP Or _
r PROPOSED 5' PVC (SOR MT)�' SEWER PIPE. - f55k1ID FURL LN)ti
/ IRRIGATION FDRCEMAIN _' �� f— e
' (SEE 94CE15 C5.3 - CS.4) -y�r
- � TEMPORARY OPNST1zct1,IONi
/ ENTRANCE/ACCESS ROAD
a = SEE DETAIL 3/SHEET C6.2 ♦ % i / f' ' � 1. CAq�l,` PROJECT NO.: 2005-15
ARANN BY: WO
fi E f
SHEET NUMBER,
KOowwhat's below. GalLbofors you dip. C 1.4
.4
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