WQ0029952_Final Permit_20070906

�a� Michael F. Easley, Governor
CiWilliam G. Ross Jr., Secretary
1�'-- North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
September 6, 2007
GEORGE B. TAYLOR — MANAGING MEMBER
JAMESTOWN PENDER RESIDENTIAL, L.P.
4500 CAMERON VALLEY PARKWAY, SUITE 350
CHARLOTTE, NORTH CAROLINA 28211
Subject: Permit No. WQ0029952
Hampstead Lands WWTF
High -Rate Infiltration
Pender County
Dear Mr. Taylor:
In accordance with your modification request received August 7, 2007, and subsequent additional
information received September 4, 2007, we are forwarding herewith Permit No. WQ0029952, dated
September 6, 2007, to Jamestown Pender Residential, L.P. for the construction only of the subject
wastewater treatment and high -rate infiltration facilities. The approved modifications include the upgrade
of the subject wastewater treatment plant equipment to achieve a future treatment capacity of 500,000
gallons per day.
This permit shall be effective from the date of issuance until May 31, 2011, shall void. Permit No.
WQ0029952 issued February 6, 2007, 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.
Please pay particular attention to Condition I.1., which requires the Permittee to declare to the
Division who the intended Permittee will be upon operation. In addition, please note that the Operation
and Maintenance Plan in Condition I.2. shall be submitted with the Engineering Certification required in
Condition I.3.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 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.
No 4hCarolina
Ivaturatll/
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Internet: www.ncwaterquality_org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Lori Veal at [phone] or [e-mail].
Sincerely
r
-z::�Coleen H. Sullins
cc: Pender County Health Department
Wilmington Regional Office, Aquifer Protection Section
William G. Simmons, PE - Cavanaugh & Associates, P.A.
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 PER -MIT
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
Jamestown Pender Residential, L.P..
Pender County
FOR THE
construction only of an 84,600 gallon per day (GPD) wastewater treatment and high -rate infiltration
system consisting of:
an influent flow meter; one (1) manual bar screen; one (1) mechanically -cleaned rotary fine screen with
'/4 -inch openings; one (1) aerated grit tank with a grit removal spiral; one (1) influent pump station with
dual 900 gallon per minute (GPM) transfer pumps; (2) 103,672 -gallon sequencing batch reactor (SBR)
units each with: one (1) 732 GPM liquid motive mixing pump, a jet aeration diffuser system for aeration
and mixing, two (2) 190 cubic feet per minute (CFM) blowers, one (1) 190 CFM spare blower to serve as
SBR spare and digester spare, and one (1) 600 GPM fixed solids -excluding decanter; one (1) 131,648 -
gallon post -equalization basin with dual 385 -GPM transfer pumps; (1) 80,784 -gallon aerobic digester
with a jet aeration system served by one (1) 435 CFM blower, one (1) 732 GPM jet motive pump, and
one (1) 600 GPM fixed solids -excluding decanter; two (2) 212,058 -gallon five-day upset storage basins
(to be used as future SBRs) each with one (1) 194 GPM return pump; one (1) five-day upset pumping
station with dual 374 GPM transfer pumps; three (3) 435 CFM blowers for future SBR use; two (2) 1,465
GPM jet motive pumps for future SBR use; two (2) 117.5 ft2 polyester disc filters with one (1) 20 GPM
filter backwash pump per unit; two (2) ultraviolet disinfection units with eight (8) lamps per module and
three (3) modules per unit, an automatic cleaning system; and one in-line effluent turbidity meter in the
unit; one (1) effluent pump station with dual 352 GPM pumps; one (1) 400 kilowatt (kW) auxiliary
generator; a 1.27 million gallon synthetically lined wet weather storage pond providing approximately 15
days worth of storage with a high -rate surface infiltration pump station with two (2) 100 GPM dosing
pumps, audible/visual high water alarms and a 1,200 gallon dose filter flush tank; a 10.6 acre high -rate
surface infiltration area consisting of twelve (12) high -rate surface infiltration zones and a rain sensor;
and all piping, valves and appurtenances
to serve 517 bedrooms on 161 residential lots at the Hampstead Lands Subdivision and 1,500 students at
the adjacent Pender County Schools, with no discharge of wastes to the surface waters, pursuant to the
application received August 7, 2007, and subsequent additional information received by the Division of
Water Quality (Division), and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
WQ0029952 Version 1.2 Page 1 of 12

k1
This permit shall be effective from the date of issuance until May 31, 2011, shall void Permit No.
WQ0029952 issued June 19, 2006, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
1. Prior.to the Division granting the Permittee authorization to operate the subject permit, the Permittee
shall abide by one of the following options:
a. Developer intends to transfer permit ownership to a Homeowner's Association (HOA) upon its
formation:
The Permittee shall submit a copy of the HOA's Declaration and Association Bylaws, which shall
clearly disclose the following:
The portion of the treated wastewater generated by the adjacent Pender County Schools shall
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 fund allocated for the facility, and shall be part of the yearly budget.
ii. The Permittee is the sole financial responsible party for the treatment and disposal
(including all related operation and maintenance costs) of all wastewater generated by the
adjacent Pender County Schools.
iii. Until such time that the adjacent Pender County Schools have obtained another means of
wastewater disposal approved by the Division, the Permittee shall remain financially
responsible for the adjacent Pender County School's wastewater treatment and disposal.
iv. At no time shall the Permittee charge the Pender County Board of Education a fee for the
treatment and disposal of the adjacent Pender County SchooI's wastewater.
Prior to operation, the Permittee shall provide an agreement between the Permittee and the Pender
County Board of Education stating there shall be no increase in wastewater flow from the
adjacent Pender-County Schools prior to Division approval. This agreement shall also insure that
influent from the schools does not exceed a BODS of 250 mg/1 and TSS of 250 mg/l. In addition
the agreement shall stipulate that the schools provide an adequately sized grease trap with a
reasonable pumping interval to meet the above pretreatment requirements.
b. Developer intends to transfer permit ownership to a Privately -Owned Public Utility:
i. Submit a properly executed change of ownership application (FORM: PNOCF) located at:
httc)://h2o.enr.state.ne.us/lau/aDDlications.html.
ii. Provide a Certificate of Public Convenience and Necessity, which demonstrates that the
public utility is authorized to hold the utility franchise for the area to be served by the
wastewater. system. If a Certificate of Public Convenience and Necessity has not been
issued, provide a letter from the NC Utilities Commission's Public Staff that states that an
application for a franchise has been received, that the service area is contiguous to an
existing franchised area, and/or that franchise approval is expected.
WQ0029952 Version 1.2 Page 2 of 12

2. In accordance with 15A NCAC 2T .0707, the Permittee shall submit an Operation and Maintenance
(0 & M) Plan for the wastewater treatment and infiltration system. This 0 & M plan shall include:
a. Describe the operation of the system in sufficient detail to show what operations are necessary for
the system to function and by whom the functions are to be conducted.
b. Describe anticipated maintenance of the system.
c. Include provisions for safety measures including restriction of access to the site and equipment.
d. Include spill control provisions such as response to upsets and bypasses including control,
containment and remediation, as well as contact information for plant personnel, emergency
responders and regulatory agencies.
The O&M plan shall be submitted in conjunction with the engineering certification required in
Condition I:3.
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.
4. The Wilmington Regional Office, telephone number [phone], shall be notified at least forty-
eight (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 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.
Monitoring wells MW -1, MW -2, MW -3 and MW -4 shall be approved by the Wilmington Regional
Office, telephone number [phone] prior to installation and installed prior to beginning waste
disposal 1 Fes" t, 1 t ,7 + le t -P--+— + /A L,
ulapoSai opeTat10nS. The regioiiai oiiiCe Suail be nO�ifleu &� i� aSt iui �y-eigh� k-8) Liu prior to
(excluding weekends and holidays) the construction of any monitoring well. Such notification to the
regional Aquifer Protection 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 well(s) 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 1. See also well construction form submittal
requirements in Section IV of this permit.
6. Within sixty (60) days of completion of all monitoring well(s), the permittee shall submit two original
copies of a scaled site map (scale no greater than V=100'); however, special provisions may be
granted upon prior approval for large properties. The map(s) must include the following information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal 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.
WQ0029952 Version 1.2 Page 3 of 12

A waste -level gauge to monitor waste levels in the wet weather storage pond shall be installed prior to
operation.
8. No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal
of this permit on official Division form(s). Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
9. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions
of this non -discharge. permit or the governing statutes or regulations. Prior to the initiation of these
connection activities, appropriate approval must be received from this Division.
II. PERFORMANCE STANDARDS
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 or failure of the 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.
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.
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.
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).
WQ0029952 Version 1.2 Page 4 of 12

9. Except as provided for in 15A NCAC 02L .0107(8), the Permittee shall ensure that any landowner
who owns land within the compliance boundary, but who is not the permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement running with the
land that contains the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
10. The review boundary is established around the disposal systems midway between the compliance
boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review
boundary shall require action in accordance with 15A NCAC 02L .0106.
11. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for infiltration sites shall be as follows (all distances in feet):
Note that the following setbacks for the disposal system were approved under 15A NCAC 2H
.0219(k) and shall remain in effect unless the infiltration area is increased and/or the flow
disposal capacity is increased.
i. Any well with exception of monitoring wells:
ii. Surface waters classified SA:
iii. Surface waters not classified SA: .
100
100
25
b. The setbacks for treatment and storage units (permitted on or after September 6, 2007) shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assemblya separate �,p; v
unLLer se arate ovrn er sl It 1 innn
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
c. The setbacks for the wet -weather storage pond (permitted prior to September 6, 2007) was
approved under 15A NCAC 2H .0219(k) and shall be as follows (all distances in feet):
i. 50 feet between reclaimed water storage/irrigation ponds and property lines 50
12. 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.
13. 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 III. 4. and 111. 5. of this
permit.
WQ0029952 Version 1.2 Page 5 of 12

14. A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding the
loading rates of the green area. A "green area", as defined in 15A NCAC 02H.0404 (g)(7), is an area
suitable for waste disposal, either in its natural state or which has been modified by planting a
vegetative cover of grasses or low growing shrubbery.
III. OPERATION AND MAINTENANCE REQUIREMENTS
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 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
Upon classification of the wastewater treatment and 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 1.5A NCAC 08G .0200 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover of Coastal Bermuda Grass shall be maintained such that crop
health is optimized, allows for even distribution of effluent, and allows inspection of the infiltration
system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the infiltration field.
5. Infiltration shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
7. No type of wastewater other than that from the Hampstead Lands Subdivision and the Pender County
School shall be infiltrated onto the infiltration area.
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled. Such controls may include the posting
of signs showing the activities being conducted at each site.
11. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T.0708.
U. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
13. Freeboard in the wet weather storage pond shall not be less than two (2) feet at any time.
WQ0029952 Version 1.2 Page 6 of 12

14. A waste -level gauge, to monitor waste levels in the wet weather storage pond, 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. Caution must be taken not to
damage the integrity of the liner when installing the gauge.
15. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
16. All wastewater shall be routed to the five-day holding tank(s) should the limit for fecal coliform
(daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the five-day holding tank(s) shall be pumped
back to the treatment plant for re -treatment or treated in the five-day tank(s) prior to discharge to the
storage pond.
17. Grass clippings generated by mowing the vegetative cover of Coastal Bermuda shall be removed
from the infiltration site. Grass clipping removal shall be done by bagging or another suitable method
approved by the Division.
18. Waste shall not be applied or discharged onto or below the land surface when the vertical separation
between the waste and the seasonal high water table is less than one (1) foot.
19. The following shall be requirements for the reclaimed water distribution, storage, and infiltration
facilities:
a. All water valves, storage 'facilities, and outlets shall be tagged or labeled to warn the public or
employees that the water is not intended for drinking. "N "here appropriate, such warning shall
inform the public or employees to avoid contact with the water.
b. All water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water.
i. All water piping and appurtenances shall be either colored purple (i.e., Panton 522) and
embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO NOT
DRINK" or be installed with a purple (i.e., Panton 522) identification tape or polyethylene
vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated every
three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
All water valves and outlets shall be of a type, or secured in a manner, that permits operation by
authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
WQ0029952 Version 1.2 Page 7 of 12

IV. MONITORING AND REPORTING REQUIREMENTS
I. 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 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 infiltration,
b. Volume of wastewater infiltrated,
c. Field infiltrated,
d. Length of time field is infiltrated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the wet weather
storage pond shall be recorded weekly.
7. Monitor wells shall be sampled after construction and within 3 months prior to initiating waste
disposal operations. Monitor wells shall be sampled thereafter at the frequencies and for the
parameters specified in Attachment C. All mapping; well construction forms, well abandonment
forms, and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 1.
For the initial sampling of the well 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
monitoring well identification number with the Compliance Monitoring Form (GW -59) for that well.
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.
WQ0029952 Version 1.2 Page 8 of 12

9. Two (2) copies of the results of the sampling and analysis 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 well identification number. One Form GW -59a certification form shall be provided for
each set of sampling results submitted.
10. Three (3) copies of all monitoring data [as specified in Conditions IV. 3. and IV. 4.] on Form NDMR
for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions IV.
5 and IV. 6.] on Form NDAR-1 for every field shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
.Raleigh, North Carolina 27699-1617
11. 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.
12. 'A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
13. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
infiltration field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
WQ0029952 Version 1.2 Page 9 of 12

14. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the infiltration field or runoff
from the infiltration fields.
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.
d. Any time that self-monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any field.
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.
WQ0029952 Version 1.2 Page 10 of 12

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.
This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river. buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCGO10000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
5. 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 form(s),
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 Peimittee 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 withir
Failure to pay the fee accordingly may cause
pursuant to 15A NCAC 02T .0105(e).
Permit issued this the 6t" day of September 2007
thirty (30) days after being billed by the Division.
the Division to initiate action to revoke this permit
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029952

Permit No. WQ0029952
September 6, 2007
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 Naine
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.

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 WWTF Effluent
Permit Number: WQ0029952 Version: 1.1
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
84,600
gpd
Continuous
Recording
BOD, 5 -Day (20 Deg. C) — 00310
10
mg/1
15
mg/l
2 x Month
Composite
Solids, Total Suspended — 00530
5
mg/l
10
mg/l
2 x Month
Composite
Coliform, Fecal MF, M -FC Broth, 44.5C - 31616
14
#/1.00 ml
25
#/100 ml
2 x Month
Grab
Nitrogen, Ammonia Total (as N) — 00610
4
mg/l
6
mg/l
2 x Month
Composite
Nitrogen, Nitrate Total (as N) — 00620
10
mg/l
2 x Month
Composite
Nitrogen, Total (as N) — 00600
2 x Month
Composite
Phosphorus, Total (as P) — 00665
2 x Month
Composite
Chlorine, Total Residual — 50060
Daily (5 x week)
Grab
pH — 00400.
6 - 9
S.U.
Daily (5 x week)
Grab
Solids, Total Dissolved — 70300
3 x year k
Composite
Carbon, Total Organic (TOC) — 00680
3 x year E
Composite
Chloride (as Cl) — 00940
3 x year 2
Composite
Turbidity, HCH Turbidimeter — 00076
10
ntu
Continuous
Recording
1. 3 x year: March, July and November
WQ0029952 Version 1.2 Attachment A Page 1 of 2

THIS PAGE BLANK
WQ0029952 Version 1.2 Attachment A Page 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Jamestown Pender Residential, L.P. - Hampstead Lands WWTF
Permit Number: WQ0029952 Version: 1.1
FIELD INFORMATION
APPLICATION LIMITATIONS
Field/
Zone Id
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Rate.
Yearly
Max
Units
I
Jamestown Pender Residential, L.P.
Pender
34° 24' 07"
-770 40' 39"
0.91
Leon
01284 - Application Surface Irrigation
0.6
148.72
inches
2
Jamestown Pender Residential, L.P.
Pender
340 24' 05"
-770 40'39"
0.76
Kureb
01284 - Application Surface Irrigation
0.6
148.72
inches
3
Jamestown Pender Residential, L.P.
Pender
340 24' 04"
-770 40' 38"
0.79
Baymeade
01284 - Application Surface Irrigation
0.6
148.72
inches
4
Jamestown Pender Residential, L.P.
Pender
34" 24' 03"
-770 40' 38"
0.82
Baymeade
0.1284 - Application Surface Irrigation
0.6
148.72
inches
5
Jamestown Pender Residential, L.P.
Pender
340 24' 03"
-770 40' 38"
0.75
Baymeade
01284 - Application Surface Irrigation
0.6
148.72
inches
6
Jamestown Pender Residential, L.P.
Pender
340 24' 02"
-770 40'37"
1.00
Kureb
01284 - Application Surface Irrigation
0.6
148.72
inches
7
Jamestown Pender Residential, L.P.
Pender
340 24'09"
-77040'37"
0.98
Leon
01284 - Application Surface Irrigation
0.6
72.28
inches
8
Jamestown Pender Residential, L.P.
Pender
34° 24' 08"
-770 40' 36"
0.91
Leon
01284 - Application Surface Irrigation
0.6
72.28
inches
9
Jamestown Pender Residential, L.P.
Pender
340 24'08"
-770 40' 35"
0.88
Leon
01284 - Application Surface Irrigation
0.6
72.28
inches
10
Jamestown Pender Residential, L.P.
Pender
34° 24' 07"
-77'40'35"
0.82
Kureb
01284 - Application Surface Irrigation
0.6
72.28
inches
11
Jamestown Pender Residential, L.P.
Pender
340 24' 07"
-770 40'34"
1.03
Kureb
01284 - Application Surface Irrigation
0.6
72.28
inches
12
Jamestown Pender Residential, L.P.
Pender
340 24' 06"
-770 40' 34"
0.95
Kureb
01284 - Application Surface Irrigation
0.6
72.28
inches
Total
10.60
WQ0029952 Version 1.2 Attachment B Page 1 of 2

THIS PAGE BLANK
WQ0029952 Version 1.2 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW -1, MW -2, MW -3 & MW -4
Permit Number: WQ0029952 Version: 1.1
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point — 82546
ft
3 x year
Calculated
1, 2, 3
Coliform, Fecal MF — 31616
#1100m1
3 x year
Grab
1
Solids, Total Dissolved- 180 Deg C — 70300
500
mg/1.
3 x year
Grab
1
pH -00400
6.5-8.5
s.u.
3 xyear
Grab
1,2
Chloride (as Cl) — 00940
250
mg/I
3 x year
Grab
1
Carbon, Tot Organic (TOC) — 00680
mg/I
3 x year
Grab
I
Nitrogen, Ammonia Total (as N) — 00610
mg/l
3.x year
Grab
1
Nitrogen, Nitrate Total (as N) — 00620
10
mg/1
3 x year
Grab
I
Phosphorus, Total (as P) — 00665
mg/I
3 x year
Grab
1
Volatile Organic Compounds (GC/MS) — 78732
mg/1
Annual
Grab
1,4
1. 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 621 OD, PQL at 0.5 lig/l, or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 gg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
(3) The method used must provide a PQL of 0.5 gg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/l, must be qualified (estimated) and reported.
5_ If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Washington Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required..
WQ0029952 Version 1.2 Attachment C Page 1 of 2

6. If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
T Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0029952 Version 1.2 Attachment C Page 2 of 2

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STATE OF NORTH CAROLINA
COUNTY OF fe A d e ✓^
Permit No. 1/0 6 00 Z2 25Z -
OPERATIONAL
5Z.
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this
day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Jamestown Vender. Residential T P aco.rorat�on!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 Pender County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Hampstead Lands Wastewater Treatment Facility (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.
a. 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 ONMENTAL Jamestown Pender Residential L.P.
MAN CO ON Name of DE LOPER
oleen H. Sullins, Director (Sign r
Division of Water Quality
George B. Taylor, Manager
Print Name and Title
(Date) (Date)
FORM: DEV 06-07 Page 2 of 2

l
500 SETBACK ./ / • r / ` / ^1 / 1 .\ _ I \ / • / I /�` 1 I
FROM W.W.T,F.
' /''\• , . ,Il ./ /_- Il fPIN: 4203-18-3935-0000
moi\\ " I' ' `• ✓• 1' "`'• �,� `fel Deed 15 44 AGBALOWIN /� (I t�.�,\�„7
' / ! / ZDead B Pp Pnga: 510%58 \ I PROPERTY UtEAo
L' ). ��/� '�;. •'•j 0. �,\ / PROPOSED / ; \.�/ "-'\\I / / IIwwrp
f_�.
• . , / J, ' /� •� i r /SETBACK ' SO' PROPERTY
/'/ ' !. , I , /', ' -,' ! v • 1./, SETBACK \ \ ! I V
,� �r ",\ •�:'' /', c"-- `il,. —,` .',I\ I \ I\`,\' '� 1� ! /, 1 tl /\ it / '�-, I, I \I
ice" •\• . „ 'xLL _, ,%'^ . , .. o t \ � `1 1} � / \\` , J / II i ..�
,'� \\• .cad \ 3 ,`�.�." � / �-T� \ tl � / I ,�` ` 1 I I^ /
A ' \ I , (o o • 1 • J' }• PREVIOUSLY PERMITTED
IRRIGATION STORAGE POND
�L./ ✓ .1 , ` . .�' J•
/
PERMIT #: W00029952 C
FEBRUARY S. 2007 1 I 0 Oene;:4ME51OWN PE ODER RESIDENTIAL LP.
• , / <i, / 1 1 Dead A—: 79.78 AC.
• v. • ••.`. , ` -I,, , , . ' 1 \ !' 11 tl OeW Book/Poge: 3085/186 I 1
PD
•i r a •/ ✓
Owner. JAMESTOWN PENDER RESIDENTIAL, L.P. / �1�- (I \ !, I I .4, ` •' (`)) 1 r,-� V r
Deed Aone:679.e8 AC. \ .\, 4. `',\,' ,l\•' �•• J Sm' 1
Deed Book/Po9e: 3085/180 \ 1 ' Zi PD PD _ ,� ,
^� 1 �-• J ` - ` \ \ PR DISPOSAL Y PERMITTED
If. • �' y1 , ' • . Its. )(' I i I I/ i
' SITE
500.0' \ 1* `\ � \ PERMIT ,f: W00029952 1 • � � \• •�' • \ I i� � I � _ l\
1\ 1 m \ II I I'•�.I FEBRUARY 5. 2007 I` . �• ' �,', \t \\ / ,' ,
/-+`... ,.,, �' ,\\•.• Im %� \ I II j•� I I ..I',r• , •. I, � � ,� •. .� /,�••.✓-,\ ii tl //i
�„ 1 � ,\ t )III) \\ I f/ � .\, F •� 1 \ w. � �-' � / `.♦ I / ! � / %
�^ d.; f . ( •,�/-- - � , r, \� L/ \\ i r � l ;\ / 1 l � \ I , ,_•, . Y � --'�f �\ f �•^- \tY 1\I I //\ 1,11\
ry
. i F � r \ 1 ` \ \ \ Y \ � A � \ •` • „�•,-rte ' _ \ Yi 1- I � 1 /
(`�•\, 1, •�. .. ','t .�� \\V I I1 t \1 \�', I 'i'•• .'1'•11• 'i, J.' •L\�\ t\ \ }' 1 l l \//
�I.4 • .\, a�\' , ,.. , . \\ • •I . J • .• \\ TV MW -3 11 1 / ,t 1 • \ • • • �• ,� I• , \-` - ".m�\ �\'i' 1 \ 1_ /�� /
\I •i\' ',<_�_�� '/'� •� \ ••� `. •\\ ..� "/ PROPERTY UNE
( /.
` tk Yr•', /' ,� , ' (-' 1 1` 1 \ V \ 1 ` PIN: 3293-86-8360-0000
•� , • 1• '/ '�•�. ,`� • 1 1 `\ I / ` \ \ /
-1, Oener. Pontler County 8 -rd of Edue.Bon
• ,, •/ • '/ • . ,, �- I I / 1 1 / Deed Mea: 40.52 AC. J
• ' .I\/^ • /, •/i•' -•l . '} ' % , ' I I �n 1 } / Zan nq: RA Page: 1522/254
T .
,;,' pil• , " •^�,' 1. lam' / .opo
,. f '{'• . , ', •• , . `, "• . < , ,. ,,.,,,`.. els . ' � ,/ / P I 1 y�• � \ - - _ ' , a 1 i
Y \ % _�,.' •t .:-•�: _'�•t, •• ,'`•\\'. �h�c� %/1 , 11 ;$°�`1`• } I i .�� '\ ,11\\-�� 1\ _�1• ry•
r . �,� 1 •\. A • I -. - 1 \ / PENDER COUNTY I
.•_i i IRRIGATION SCHOOLS I �'a�\\
_
\ ./, •/, \ \• \ I WELL I l i
tl
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GRAPHIC SCALE
(w PeSY ,
I Iron - tao IL
GENERAL NOTES
(1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY NCDOT
GIS, DATA RELEASE: MARCH 2005. ALL DATA GENERATED
FROM -UDAR. BOUNDARY AND WETLAND SURVEY
INFORMATION PROVIDED BY MCKIM & CREED. INFORMATION
PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY, NOT
FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY ALL EYJS71NG UTILITIES
BEFORE COMMENCING CONSTRUCTION.
(3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL
WASTE MATERIALS GENERATED THROUGH DEMOLITION AND
GRUBBING ACTIVITIES SHOWN,
(4) ALL DISTURBED AREAS TO BE SEEDED. FERTILIZED, AND
MULCHED WITHIN 15 CALENDAR DAYS OF GRADING
ACTIVITIES.
(5) IRRIGATION STORAGE POND & EFFLUENT DISPOSAL SITE
DESIGN PROVIDED BY HAGGETT ENGINEERING ASSOCIATES,
INC, UNDER PREVIOUS PERMIT OW00029952.
SOIL DATA
MAPPING
UNIT
SOIL TYPE
SOIL SERIES
ESTIMATED
SHWT
I
SANDS DYER COARSE LOAMS
BAYMEADE
48-46
II
SANDS OVER COARSE LOANS
BAYMEADE
36-48
III
SANDS
KURED
36-48
IV
SANDS
KUREB
84-36
V
SANDS
LEON
12-24
NOTE,
SOIL DATA SHOWN IS FROM FIGURE 16 OF THE HYDROLOGIC,
SOIL EVALUATION, AND AGRONOMIST REPORT BY LAND
MANAGEMENT GROUP, INC, DATED MARCH 3, 2006.
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