WQ0018755_Final Permit_20010702

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
July 2, 2001
Randy L. Blanton
R.L. Blanton & Co., Inc.
Post Office Box 2113
Wilmington, NC 28402
Dear Mr. Randy L. Blanton:
4Ad
NCDENR
•
f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0018755
R.L. Blanton & Co., Inc.
Castle Bay
Wastewater Treatment and Reclaimed
Water Utilization System
Pender County
In accordance with your application received July 17, 2000, we are forwarding herewith Permit Number.
WQ0018755, dated July 2, 2001, to R.L. Blanton & Co., Inc. for the construction and operation of the subject
wastewater treatment reclaimed water utilization system.
This permit shall be effective from the date of issuance until June 30, 2006, 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.
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.
One set of approved plans and specifications is being forwarded to you. If you need additional information
concerning this matter, please contact Stephanie Milam at [phone] xtension 544.
Sinc y,
Kerr T. Stevens
cc: Pender County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION 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
R.L. Bunton & Co., Inc.
Fender County
FOR THE
construction and operation of a 100,000 GPD wastewater treatment and reclaimed water utilization system
consisting of a 25,000 gallon flow equalization tank with 85 CFM blower; dual 50 GPM flow equalization
pumps; one flow splitter box with bar screen and adjustable weirs; a 15,000 gallon aerated sludge holding
tank; dual 62,500 gallon coarse bubble aeration basins each with 500 CFM blower; dual 8,333 gallon
clarifiers; dual 35 square foot tertiary filter beds with 140 CFM blower; dual 525 GPM filter backwash pumps;
dual 90 GPM backwash surge (mudwell) pumps; dual 89 GPM effluent pumps; dual 90 GPM ultraviolet
disinfection units; turbidity sensor; flow sensor; 500,000 gallon detention upset pond; permanent standby
generator; and
a 13,000,000 effluent storage pond (130 days storage), 35 acres of spray irrigation area with sprayheads
located as noted on the attached drawings; to serve Castle Bay Reclaimed Water System with no discharge of
wastes to the surface waters, pursuant to the application received July 17, 2000 and in conformity with the
project plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until June 30, 2006, and shall be subject to the
following specified conditions and limitations:
L PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification
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. 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
p p project . Mail the ted provide a final certificate of coin letion once the entire prect has been co „
Certification to the Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC
27699-1617.

2. The Wilmington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance 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.
The reclaimed water utilization facilities shall be effectively maintained and operated at all times
so that there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality (Division), such as
the construction of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwaters resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. The following buffers shall be maintained:
a) 100 feet between wetted areas and water supply wells,
b) 100 feet between wetted areas and waters classified as SA,
c) 25 feet between wetted areas and surface waters not classified as SA,
d) 100 feet between wastewater treatment units and wells,
e) 50 feet between reclaimed water storage/irrigation ponds and property lines, and
f) 50 feet between wastewater treatment units and property lines.
8. Public access to the irrigation sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site. A sign shall be
posted in plain sight in the club house showing these activities.
9. Effluent shall not be discharged into the 9,000,000 gallon irrigation pond or otherwise allowed to
commingle with irrigation (fresh) water.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times_
2. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant
operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator
must hold a certificate of the type and grade at least equivalent to or greater than the classification
assigned to the wastewater treatment facilities by the WPCSOCC. The Permittee must also
employ a certified back-up operator of the appropriate type and grade to comply with the
conditions of 15A NCAC 8G ,0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays,
and must properly manage and document daily operation and maintenance of the facility and must
comply with all other conditions of 15A NCAC 8G .0202. Once the facility is classified, the
Permittee must submit a letter to the WPCSOCC which designates the operator in responsible
charge within thirty days after the wastewater treatment facilities are 50% complete.

A suitable, year-round vegetative cover of coastal bermudagrass overseeded with rye grass shall
be maintained on the irrigation areas.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. 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.
7. The application rate for Goldsboro soils (Fields 3, 4, 5, 6) shall not exceed a cumulative loading of
31.27 inches over any twelve (12) month period at an instantaneous application rate not to exceed
0.5 inches per hour.
The application rate for Leon soils (Fields 1,2) shalI not exceed a cumulative loading of 66.31
inches over any twelve (12) month period at an instantaneous application rate not to exceed 0.6
inches per hour.
8. No type of wastewater other than that from Castle Bay Reclaimed Water System shall be sprayed
onto the irrigation area.
9. All wastewater shall be routed to the five-day holding pond 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 pond
shall be pumped back to the treatment plant for retreatment or treated in the five-day pond prior to
discharge to the storage pond.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent 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. Records of flow measurement device calibration
shall be kept on file by the Permittee 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
c. Percent from true flow

3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter _ Monthly Average _Daily (Instantaneous) Maximum
FIow
100,000 GPD
-
BOD5 (5-day, 20°C)
10 mg/l
15 mg/l
NH3 as N
4 mg/l
6 mg/l
TSS
5 mg/1
10 mg/1
Fecal Coliform
b
14 per 100 ml
25 per 100 nil
Turbidity
10 NTU
a
Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples
collected during the reporting period.
a
Monthly average for fecal coliform shall be the geometric mean of all samples collected during
the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting
period.
The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to
discharge to the storage pond for the following parameters:
Parameter Sampling Point Sampling Frequency Type of Sample
Flow Influent or Effluent Continuous Recording
Turbidity Effluent Continuous Recording
BOD5 (5-day, 20°C) Effluent 2/Month Composite
NH3 as N Effluent *2/Month Composite
TSS Effluent 2/Month Composite
Fecal Coliform Effluent 2/Month Grab
Settleable Matter Effluent Daily Grab
NO3 as N Effluent Triannually Grab
TDS Effluent Triannually Grab
TOC Effluent Triannually Grab
Chloride Effluent Triannually Grab
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
* TriannuaIly sampling shall be conducted during March, July, and November.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations-
4

Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to the following
information:
a. date and time of irrigation,
b. volume of wastewater irrigated,
c. zone irrigated,
d. length of time zone is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f, weather conditions, and
g. maintenance of cover crops.
4. Three (3) copies of all operation and disposal records (as specified in condition III 2) on Form
NDAR-1 and three (3) copies of all effluent monitoring data (as specified in condition III 3 and III
4) on Form NDMR-1 shall be submitted on or before the last day of the following month. All
information shall be submitted to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
5. 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 Ietter from a municipality agreeing to
accept the residuals, date the residuals were hauled, and volume of residuals removed.
6. A maintenance log shall be maintained at this facility including but not limited to the following
items:
a. Daily sampling results including residual chlorine, settleable matter, and 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.
7. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number
[phone], 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.
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 a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations. _
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.
IV. GROUNDWATER REQUIREMENTS
1. Prior to beginning waste disposal operations, three monitor wells shall be installed to monitor
groundwater quality in the immediate vicinity of the 13,000,000 gallon effluent storage pond. The
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. The general location for each well
(MW-1, MW-2, MW-3) Shall be approved by the Wilmington Regional Office prior to
installation. Each monitoring well shall be constructed in accordance with this permit, and
approved by the Wilmington Regional Office.
2. The wells must be constructed by either a North Carolina Certified Well Contractor, the property
owner, or the property lessee according to General Statutes 87-94.4(b)(2). If the construction is
not performed by a certified well contractor, the property owner or lessee must physically perform
the actual well construction activities, and the wells must be constructed according to the North
Carolina Well Construction Standards (15A NCAC 2C .0108) and the local county rules.
3. The Wilmington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be
made of the monitoring well location. Such notification to the regional groundwater supervisor
shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding state holidays.
4. Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer or a licensed geologist certifying that the monitoring wells
are located according to the permit.
5. Monitor wells MW-1, MW-2, and MW-3 shall be sampled initially after construction and prior to
waste operations, and thereafter every March, July, and November for the parameters listed below.
Prior to sampling the parameters, the measurement of water levels must be taken. The depth to
water in each well shall be measured from the surveyed point on top of the casing. The measuring
points (top of well casing) of all monitoring wells shall be surveyed relative to a common datum.
Water Level
pH
Chloride
Total Dissolved Solids (TDS)
Fecal Coliform
Total Organic Carbon (TOC)
Nitrate (NO3 as N)
Total Ammonia (NH3 as N)
Copper
Chromium
Cadmium
Zinc
Total Phosphorous
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.
6. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified
for those parameters required.
7. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address:
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, NC, 27699-1636
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater
Section's website at httpa/gw.ehnr.state_nc.us/ or requested from the address mentioned above.
S. For the initial sampling of the wells as specified elsewhere in the permit, the permittee shall
submit a copy of the GW-1 Form (Well Completion Form) with the Compliance Monitoring Form
(GW-59) for each well to the address listed in Condition TV.7. Compliance Monitoring Forms
that do not include copies of the GW-I form will be returned to the permittee without being
processed. Failure to submit these forms as required by this permit may result in the initiation of
enforcement activities pursuant to NC General Statutes 143-215.6.
9. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section, on or before the last working
day of the month following the sampling month. The data of all groundwater sampling analyses
required by the permit conditions must be reported using the most recent GW-59 form along with
attached copies of the laboratory analyses. Mail this form to the Permits and Compliance Unit,
Groundwater Section, 1636 Mail Service Center, Raleigh, NC, 27699-1636.
10. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two
original copies of a scaled topographic map (scale no greater than 1":100) signed and sealed by a
professional engineer or a state licensed land surveyor that indicates all of the following
information:
a. the location and identity of each monitoring well,
b. the location of the major components of the waste disposal system,
c. the location of all property boundaries within 500 feet of the disposal areas,
d, the latitude and Iongitude of the established horizontal control monument,
e. the date of map preparation and the name of the preparer,
f. the relative elevation of the top of the well casing (which shall be known as the "measuring
point") relative to a common datum, and
g. the depth of water below the measuring point at the time the measuring point is established.
Control monuments shall be installed in such a manor 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 Permits and Compliance Unit,
Groundwater Section, 1636 Mail Service Center, Raleigh, NC, 27699-1636. The accuracy of the
map(s) and any supporting documentation shall be the responsibility of the permittee.
11. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. For disposal systems using reclaimed
water, regulation 15A 2H .0219(k) specifies that both the Compliance Boundary and the Review
Boundary are established at the property boundary. An exceedance of Groundwater Quality

Standards at or beyond the Compliance Boundary is subject to immediate remediation actio«
according to 15A NCAC 2L .0106(d)(2).
12. The 5-day upset pond shall have a liner of natural material at least one foot in thickness, with a
hydraulic conductivity of no greater than 1 x 10-6 cm/sec when compacted, or a synthetic liner of
sufficient thickness to exhibit structural integrity and an effective hydraulic conductivity of no
greater than that of the natural material liner, according to 15A NCAC 2H .0219(f). -
13. The treated wastewater shall only be applied at the recommended rates. The timing and duration
of each application shall have to be performed by the system operator and shall take into
consideration the antecedent moisture and infiltration conditions which exist at the time of the
application. Careful management of the spray applications will be necessary so as not to produce
saturated soil conditions a the surface of the ground during those times when there is high rainfall
and/or low evapotranspiration (particularly during the "wet" season).
14. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Pernaittee to insure
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 Ieast 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 three years from the
date of the inspection and shall be made available upon request to the Division or other permitting
authority.
Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
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.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. 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 accompanied by an application fee, 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.

4. 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.
5. The issuance of this permit does not preclude 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) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as specified by 15 NCAC 2H .0205 (c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission 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.
Permit issued this the 2nd day of July, 2001
NORT AROLIN ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018755
9

Permit No. WQ0018755
July 2, 2001
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 Name
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.
10

STATE OF NORTH CAROLINA
COUNTY OF PEN -DER
Permit No. 'k! ..-
OPERATIONAL AGREEMENT
This AGREEN/ENT made pursuant to G.S. 143-215.1 (dI) and entered into this Fifth day of April 2001, by and between
the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter
known as the COMMISSION: and R L. Blanton & Co.- Inc., a corporation/general partnership register�dlt�icuens��o
business in the State of North Carolina. hereinafter known as the DEVELOPER. JT ,=.''�
MVIMP-MMM1�
1, The DEVELOPER is the owner of the certain lands Iving in Pender Counm upon which it is erec;zug 'y
dwelling units and other improvements. said development to be known as Castle Bav (hereinafter file I)evelbpment)-
2. The DEVELOPER desires to construct a wastewater collection system u-ith pumps, wastewater treatment works
and/or disposal facilities (hereinafter Disposal System) to prmdde 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 dwelling 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
Castle Bay Homeowners Association. (hereinafter ASSOCIATION) a non-profit corporation organized and existing
under and by the virtue of the lams 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 proNzde funds for such operation, mairtenanct. re -construction- and repair-
6. The COMMMSION 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, TtIEREFORE, 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:
I - 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 Iaw.
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.
4. The DEVELOPER shall prmide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter by properly maintained and operated in

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spar= from tyre routine maintimsnce allocated for the faaWry and malt be hart of the yzwiy budget.
6. IL the e++=the common ckpae c allocstian and mete fiml. ss= rot mdcqtidc for tlrc comtntc focireppa, aad
mz meran:.c cf lit Disposal System, the Deciamdon:ed hssociati= Byfaisr clrali provide for spemal 21setSm= to
ever am nc sary costs, 7berc shalt be rro limit an the amount of sucl asac Bats, AM the D--tmatoe acid
kssoeaauan Bylaws shall grvv & that strcb spmW Lwss Dents can be mad; as nc=wa v- al any time.
7. L` a ssa ew Coilo=on syttcm aad wanew=ar UmLna zt rindlcr dis� flicritty prcnxicd by ens city, tvwn,
village, rxxrnty, waxr and stCr arebority, or otb= vTtit of gvvernrn=R shall hereinattcr boor me availzbw to aeme the.
Dcmkipam-it, Llve DEVELOPER shall tali sveh maid as is rx+oesun• to caum ft cxmng mid fiftre mosimatcs of
me Devdogmew to be acmpsaf and dLsDbuged uga said gaymmmerrW syslGnT; and shalt: eanve7 ar V2rtsfer as much
d the Dispi System, and such ric=zaxmscm=b as the Pyvemux=tai unit sT> y r6gmm as caadition of accepting
the Dcvdopra=vi wasmwat=.
E. R=oLmiring brat fi vmWd be contrary tv tht public immreat and to the public health. shdcty, and welfare for th-
P-uz7l ivn m =zr into wtuaucy dis5o3iJUoti vathout hning Try adoquatc prm7zon for Ox oownued Proper
ruint=tzee repWT, and opera km of its Disposal S7strnS 110 DtM40pmcz t shall provide Tn try Azociation Bylaws
that the AssoC,imon stall m cn= into vpkwary di miubco wk•iihow fizt ha%ing umiLderred its said system acid
Chitlins to soma pans oorporawiL x odw ernt y too ptable to and approvt:d by tl COMMISS,SID,' by Li]G
tS CG a P==L
:it;i -^`= cet fa h in nuatbesrd pat splzs t, Z 3, 4, 5, n, 7, and 6 abavc shall lac crxiditioas of Zny P=Mii
iwumd by the CON-MSSJON to the DEVF-ADPE t far the coastrtxwn- mainzwmce, repax, aW up=tio-a of the
Dirpasrri 5ys;W.M.
19_ A copy of this tu�r shall be filed at the Rizj >zvcr of Uceds in tlbe C ft=, sultan the DeCiar' dm is Bled and m
ta: nffi= ef;h. scam- t.7. of isx Stall. of No.-tt Car*ELts vrllh the hrticlos o: inounaezGn a the Assra:ssitian.
Lh W'i?r SS W ffAEOF, this agreement vim cxL=Wd in duplicuic origioafc by t.hc duly authorized rrrr2s,L7ttatrw aL-ie
pzmts h:rm on the day and ytu wrcea as umbc-atch by urh of the gvti,-s named bclovr:
FOR / '�'VIRO t i . BlanWn 4& Co., Inc.
7 2CrEM�,'t SIDN Name of el / y
�-- By :
Kr~r T- Stevens, Directar Si iztu.
Randy L. Blamon EMIj&t
Date Name and '.Cute
Date
2

UR *w
FYI, W AA
fv
k7
Fill
INA
"R RTIVMW
0 1�.
A
V
JF x
v Ji
tit wv
ire
v 04"
Sub
M4, I ON AM AN 0
; . , , "
U TWA. A Py Kim? 0
'Dill
t.X
i1tU1
to. -P,uj NU X
Wj"T�k P�
V, 7.
V71
JJ. ........
-wile"
5ij
.1%, g Ri:".'
1 YL4
Ali: 1.2
•
CB
.1
r.
YP" V
0
zT,
0
`Z-�J,•�
�%,4K. I,,P4 T 104
,r 1?q,.,;gj
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4 24• rt
SM ,
0 C)
IRN
-.717
S,4 i�w g,
14 ........................

1
/ 7q 172
/ LEGEND
ALL WAN SHOW DENOTES LOCATION OF ` 171 /
MU. K W%AWW EFFUIENT WATER. SAD SM6N1hER
/ SPRBWAD
AD DESMA11011O FOR COMPUANCE
f OF ALL STATE REO0.ATIONS. 17O
f nNc caesl WAlE74 HE,lR9 1111AWSM mt RAM4
f aMN4E m 1w
/ o 734-06-566 47.4 GPM 66' RADIUS. ` 169
f c 766-06-666 30.9 GPM 76' RADIUS
VALAIM f71.rat �
If essl �sxr {FARC Ae Nmn FS �� Qf1Ja1T
/ • 734-06-SiA 14.1 GPM 60' RADIUS.US, 168
/ • 764-06-'3� 14.6 GPM 60' RADIUS,
/ • 714-06-366 56' RADIUS
A 765-06-666 SOB GPM 70' RADIUS,
431 184 0 764-06-666 47.4 GPM 66' RADIUS - - — SWAM W" 167
/ 166
i 165
/ 164
I 163
/ 162
I
I 188
/
D / Pond --�
J 3 1
\ \ ````�,1Tlurrrrl,�
�H CARpz��,��
3
\ \ SCALE IN FEET
Reviewed for DWQ Buffer p 150 300
Compliance only.
100' CP&L Esmt.
- \56 ''" � 149
157 148 ve 147 146 Fu
158 1
159
Hi hlur)ds
31
202 203 205 204 �
201 206 207
� 208 209 210 211 212 21
3"
ag,
® v
a
2 p Q CIu
OHoi
Q
AWN: ,JAW SCALE:AS SHOWN
PROVAL: JOB: 31000-8-0974
iTE:03-25-01 FIG:2E

C:/CROUPS/AUTOCADO/CASTLESAY/CBAY3
3 r—�
3„ 3
f
N
,
3"
.�.. LEGEND
ALL HEADS SHOW DENOTES LOCATION OF
N� ExISnNG 750 OR 760 SERIES SPRINKLER HEAD&
.Mi THE FOLLOWING SYMBOLS REPRESENT HEADS THAT
WILL BE SPRAYING EFFLUENT WATER. SAID SPR"CLER
N/ HEADS SHALLK CHANGED TO CORRESPONDING
JW "NKLLA HCAD DESIGNATION FOR COMPLIANCE
OF All STATE REGULATIONS.
�w 1 WUMQ W MAP
O 75s-06-5N 47.4 GPM N' RADIUS, J
N� ° 705-06-86 3&1 GPM 76' RAWS,
NV IWAA[ MK FOR
M/ FATILMT f&Q !ND771[S M[ARD OFLUDIS
✓v`� trAAT
61754-06-526 16.1 GPM 60' RADIUS 1 \
• 754-06-526 11.5 CPU Sr RADIUS
a 724-06-356 35' RADIUS.
a 765-06-066 30.6 GPM 75' RADMS
N� 0754-06-NO 47.. GPM N' RADIUS — •AIAa rWa
CASTLE BAY
EFFLUENT SPRAYFIELD LAYOUT
TOPSAIL TOWNSHIP, NORTH CAROLINA
it
3
3"
3" -
2' \ i 0) V)
C)
31,
SCALE IN FEET ~\I
0 150 30 J
\ ``Ir<11111111//��
CARO1���i���
L
s
s •
F
EL 0
Reviewed for DWQ Buffer
Compliance only,
13
DRAWN: JAW SCALE:AS SHOWN
lk LAW APPROVAL: JOB:31000-8-0974
ENGINEERING AND ENVIRONMENTAL SERVICES ----
DATE: 03-25-01 FIG:2D

G:/GROUPS/ATUOCADD/PROJECTS/CASTLE BAY/CBAY2
CASTLE BAY
EFFLUENT SPRAYFIELD LAYOUT
TOPSAIL TOWNSHIP, NORTH CAROLINA
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES
END
DS SHOWN DENOTES LOCATION OF
750 OR 780 SERIES SPRINKLER HEADS.
_OWING SYMBOLS REPRESENT HEADS THAT
SPRAYING EFFLUENT WATER. SAID SPRINKLER
HALL BE CHANGED TO CORRESPONDING
:R HEAD DESIGNATION FOR COMPLIANCE
STATE REGULATIONS.
3 FRESH WATER HEADS \\
SRAYHEAD OR RADIUS
CHANGE TO YAP
/jJ
)6-588 47.4 GPM 86' RADIUS.
)6-868 30.9 GPM 78' RADIUS. -�
SUITABLE SOIL FOR
FLUENT HEADS & NOZZLES
TREATED EFFLUENT
SPRAY
6-521.1 GPM 60' RADIUS.
16-526 14.5 GPM 58' RADIUS.
PVC wATERUNE
16-358 35' RADIUS.
6-868 30.9 GPM 78' RADIUS.
16-588 47.4 GPM 86' RADIUS.
--
W HEADS AND NOZZLES
SURFACE WATER
isH WATER
4EAD
CARO�
GIN
yAEL D •Q;.�`�.
Reviewed for DWQ Buffer
Compliance only.
0 100 200
l I �
DRAWN: JA
APPROVAL:
DATE: 03-25-01
SCALE:AS SHOWN
J08:31000-8-0974
FIG: 2C

1-
' 6 /
7
8
9
10
\ 11
IT PUMPING STATION
INTO EXISTING PVC E.
304
303
302
301
0 \
9
298
3 297
1
14
15
16
I
3" r.
2'
" R rstrocorrL3':J�C` �f
12
L35 ------ - - - -----------------
L,3 4 L33 �5 431
```o, %%I 1 u i r rr�,��
-o GARp�'��,, 3p
0
C/
�/ I A -
2 5
Reviewed for DWQ Buffer SCALE IN FEET
n / f Compliance gr11Y. 150 300
via Bank
Carolina
G:/GROUPS/AUTOCAGD/PROJECTS/CASTLE BAY/CBAYIB
. 2,%
296
295
0
21
2
l
2j
1
\ LEGEND
6"
ALL HEADS SHOWN DENOTES LOCATION OF
VUSTkNG 750 OR 760 SERIES SPRINKLER HEADS
— — THE FOLLOWING SYMBOLS REPRESENT HEADS THAT
WILL BE SPRAYING EFFLUENT WATER. SAID SPRINKLER
HEADS SHALL BE CHANGED 70 CORRESPONOING
\ SPRINKLER HEAD DESIGNATION FOR CONPUANCE
292 291 OF ALL STATE REGULATIONS.
290 E%!STING iRESF/ WATER HEADS y NWCC� nRiyn
294 29. 289 0 754-06-5EE 47.4 GPM SO- RADIUS �. .I
2 n 705-06-06E 30.9 GPM 7E' RAOUS
. MN, /d1
f[[t lll'NT NFADS i ND7T /a TKAII6 Ulu"T
Wl
WMAf—T
•754-06-52E 1IL1 M 60' RADIUS.
• 75r-06-526 14.5 GPGPM W RADIUS
• 724-06-35E 33' RAW&
A785-06-E60 30.2 GPM 70 RADIUS
0754-06-5EE 47.4 GPM E6' RADIUS SwAQ %a=
25 28 NEW HEADS AND Af1771fs
WIN !AIM Mla vwv
2 2 3 24 ' 7 ♦ >w1A. NLp M �n.. �.AIo
CASTLE BAY
EFFLUENT SPRAYFIELD LAYOUT
TOPSAIL TOWNSHIP, NORTH CAROLINA
29
WE
272
274
271
275
270
276
-1 269
277
i'
268
1 278
1
267
279
l
26
280
1 )
�I
26`.
281
283 282
�llqmlm,Nlo WIN
3 \
DRAWN: JAW
LAW APPROVAL:
ENGINEERING AND ENVIRONMENTAL SERVICES
DATE:03-25-01
SCALE:AS SHOWN
JO8:31000-8-0974
FIG: 2B

R.L. Blanton Site (revision)
WL
` Wig. Y'" ;\ t'` ;' ?, cis I t;n,A Soil Unit 1
J. ,WL� . (Leon Series taxajunct)
-0 Soil Unit 2
_ (Goldsboro Series taxa unct
COE Jurisdictona! Wetlands
FIELD 1' �ur35 I �.WL: (source: R.L, Blanton)
26.Q0 ac. "°d "with 25-•ft buffer (where appropriate)
,..,w• J �:. — — f f
ODE35 deep boring locations
proposed housing development
propasedol#nurse fairways
with hole ID at grew cations
W L
N.
,\' \ FIE
NN-
21,8
VVL-
NN
N.
NN
FIELD 12
Dip
C.
FIELt�
� � \• .,,�„�# - � • � -�— ro ert bounda ��
irrigation water i' 4.57 aC. �, P P Y rY
15
'FIELD
3.78 a . ��� 400 200 0 400
Scale (in Feet)
U G
400 ft
DBI
n — r 011
nil Delins[ion Maps ue for preliminary planning purposes end arc iniandcd to be usa{I nulx
v Scale: 1 — 400 By: THH gnnanl dcvclopmcni-pinnu"' guider. Figure 6. Proposed irrigation fields with
Aegislercd Lknd Surveyor diE pat lock;e delineation poin[a-
NC.._ pec neilber implics nor aeupis responsibility ptnalning the lend•aurveying acra}reey of [his map.
1lOJPookDrlve,Garner. NorrhCaralAlaM29 Date: 06-30-98 Job ID: 98-1023 preliminary site plan,
F6
C'pec

VJ1 y y 16
5.02 ac.
BLANTON CO., INC.
13,000,000 GALLON
STORAGE POND'
r
1 / PUMP STATION TO
` I`f
IRRIGATION POND r �1ir
(BY OTHERS) r kj
Pond
yo
O(a\fin i +ir'/,•/ � `�'///'
11
;/2'
r
53
om ;as
�! 174
177
r f 173
7F3
02
! 170 /
6. v ,
168
l67
166
165
164
163
NIX
//' `•r�' �'/j /ram 'r / ////r! /,%// '
154
" 15
Z7 5
t53 _
ma
202 263 2L: 23= is
C 20C
wry
f
r
/-// r � /