WQ0007103_Final Permit_20100607

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NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
June 7, 2010
BOB WARREN —PRESIDENT
SOUND OF THE SEA MASTER ASSOCIATION, INC.
POST OFFICE BOX 4455
EMERALD ISLE, NORTH CAROLINA 28594
Dear Mr. Warren:
Natural Resources
Dee Freeman
Secretary
Subject: Permit No. WQ0007103
Sound of the Sea
Condominiums WWTF
High -Rate Infiltration System
Carteret County
In accordance with your permit major modification request received February 15, 2010, and
subsequent additional information received May 5, 2010 and June 3, 2010, we are forwarding herewith
Permit No. WQ0007103 dated June 7, 2010, to the Sound of the Sea Master Association, Inc. for the
construction and operation of the approved wastewater treatment plant modifications and the continued
operation of the subject wastewater treatment and high -rate infiltration facilities.
The following modifications to the subject permit are as follows: the addition of a new flow
equalization basin and splitter box serving both the existing Fluidyne sequencing batch reactor (SBR)
plant and the new tertiary treatment plant consisting of an anoxic basin, aeration basin, clarifier and lime
stabilization tank. As well as a pre -filter tank, tertiary filtration system, tablet chlorinator, chlorine
contact basin, effluent flow meter and dosing tank receiving flow from both the new tertiary treatment
plant and the Fluidyne SBR plant. The modifications also call for the abandonment of the existing
tertiary treatment plant and all of its associated components upon the construction and operation of the
new tertiary treatment plant.
This permit shall be effective from the date of issuance until May 31, 2015, shall void Permit No.
W00007103 issued June 20, 2007, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
AQUIFER PROTECTION SECTION
1 1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Intemet www.nmatemualb.oro
im Equal Opponunly \ A"ab" Acticn Employe
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NaturRlllf

Mr. Bob Warren
June 7, 2010
Page 2 of 4
Please note the following permit conditions have been removed since the last permit
issuance (Note all cited conditions are from the permit dated June 20, 2007):
➢ Condition 115. — This condition was removed because the high -rate infiltration fields were
constructed after December 30, 1983, therefore the compliance boundary requirements in
15A NCAC 02L .0107(a) are not applicable.
➢ Condition 111.3. — This condition was removed because this information is covered in
Attachment B.
➢ Condition III.8. — This condition was removed because the requirements to clean and
maintain the diffusers are inherently covered under new Condition IV.9.
➢ Condition III.10. — This condition has been removed because either the required maintenance
has been achieved or because the existing tertiary treatment plant is to be abandoned upon
construction of the new tertiary treatment plant.
➢ Condition IR.11. — This condition was removed because rotary high -rate infiltration fields are
prohibited from having a vegetative cover.
➢ Condition III.13. — This condition was removed because it is not applicable to high -rate
infiltration fields that do not have the ability to prevent infiltration during inclement weather.
➢ Condition 111.14. — This condition was removed because it is not applicable to rotary
distribution high -rate infiltration fields.
Please note the following permit conditions, expiration date and attachments have been
modified since the last permit issuance: .
➢ Permit Expiration Date — The expiration date has been extended from May 31, 2012 to May
31, 2015 due to Session Law 2009-406 - An Act to Extend Certain Government Approvals
Affecting the Development of Real Property within the State. For more information, please
visit: htto://nortal.ncdenr.orz/web/wc/aps/lau#Extension.
➢ Condition 11.14. (i.e., old Condition II.11.) — The setbacks for the high -rate infiltration units
were inadvertently changed during the December 5, 1997, July 24, 2002 and June 20, 2007
permit issuances, and the setbacks for the existing treatment units were inadvertently changed
during the June 20, 2007 permit issuance. Accordingly, the setbacks for these units have
been restored to their original 15A NCAC 02H. 0200 requirements (See Conditions II.14.a.
and II.14.b.). Please note the new treatment facilities permitted under this modification
request are subject to the setback requirements in 15A NCAC 02T .0706(d), and may be
found in Condition 11.14.c.

Mr. Bob Warren
June 7, 2010
Page 3 of 4
Please note the following permit conditions are new since the last permit issuance:
➢ Condition I.1. — This condition requires that a certification from a North Carolina
Professional Engineer be submitted in accordance with 15A NCAC 02T .0116, thus verifying
the permitted modifications have been installed in accordance with this permit, Division
approved plans and specifications, and other supporting documentation.
➢ Condition I.2. — This condition requires that the Wilmington Regional Office be notified at
least 48 hours in advance of operation of the installed facility modifications such that an in -
place inspection can be made.
➢ Condition 11.3. — This condition requires that all wells constructed for purposes of
groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108.
➢ Condition 11.4. — Since this facility contains a wastewater collection system permitted herein,
this condition requires the wastewater collection facilities shall be properly maintained and
operated at all times under the performance criteria in 15A NCAC 02T .0403.
➢ Condition 111.7. — This condition requires that the attached Operational Agreement between
the Permittee and the Environmental Management Commission is incorporated herein by
reference and shall be a condition of this permit.
➢ Condition 11.13. — This condition requires any landowner who owns land within the
compliance boundary, but who is not the Permittee, to execute and file with the County
Register of Deeds an easement with the requirements listed in the said Condition. Please note
the previous permit was subject to this requirement under 15A NCAC 02L .0107(f),
therefore, this condition is intended to voice this rule.
➢ Condition IV.7. — This condition is included to voice the requirements of General Statute
143-215.1C., which requires the Permittee to provide to its users and the Division of Water
Quality an annual report summarizing the performance of the wastewater treatment and
irrigation facility and the extent to which the facility has violated this permit, or federal or
State laws, regulations, or rules related to the protection of water quality. The report shall be
prepared on either a calendar or fiscal year basis and shall be provided no later than 60 days
after the end of the calendar or fiscal year.
➢ Condition VL8. — This condition notes that this permit is subject to revocation or unilateral
modification within 60 days notice from the Division if the terms in 15A NCAC 02T .0110
are violated.
➢ Condition VI.9. — This condition notes that this facilities in this permit may not be expanded
if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).

Mr. Bob Warren
June 7, 2010
Page 4 of 4
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at [phone] or
nathaniel.thomburg(a,ncdenr. oov.
Sincerely,
r
C/o H. Sullins
cc: Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
James W. Holland, PE — James W. Holland, PE, Consulting Engineer
Technical Assistance and Certification Unit
Permit File WQ0007103
Notebook File WQ0007103

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH -RATE INFH,TRATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations .
PERMISSION IS HEREBY GRANTED TO
Sound of the Sea Master Association, Inc.
Carteret County
ID7tiIll:�
operation of a 40,000 gallon per day (GPD) wastewater collection, treatment and high -rate infiltration
facility consisting of:
construction and operation of: a 10,098 gallon aerated flow equalization basin with two 30 gallon per
minute (GPM) pumps and served by a 22 cubic foot per minute (CFM) blower; a steel flow splitter box
diverting flow to the existing Fluidyne SBR plant or to; a 2,693 gallon anoxic basin with a 1.5
horsepower (hp) mixer; a 20,196 gallon aeration basin with 25 GPM recycle pump and served by a 100
CFM blower, a clarifier served by a 22 CFM blower; a 1,466 gallon pre -filter tank receiving flow from
the aforementioned clarifier and the Fluidyne SBR effluent; two muni-disk fabric tertiary filter systems; a
tablet chlorinator; a 1,907 gallon chlorine contact basin; an ultrasonic effluent flow meter; a 6,283
effluent dosing tank with two 76 GPM dosing pumps; a 5,026 gallon lime stabilization tank with a 1.5 hp
mixer; and all associated piping, valves and appurtenances; the
continued operation of: approximately 1,810 linear feet of 8-inch gravity sewer; approximately 90 linear
feet of 10-inch gravity sewer, a pump station with dual 80 GPM pumps, high water alarms and standby
power; approximately 30 linear feet of 4-inch force main; and all associated piping, valves and
appurtenances; the
continued operation of: a 40,000 GPD Fluidyne ISAMTM sequencing batch reactor (SBR) treatment plant
consisting of a 10,500 gallon covered trash trap/sludge disposal anaerobic chamber, a 10,500 gallon
SAMTM reactor with two 690 GPM jet motive pumps and a 1 hp mixer, a 21,000 gallon SBR chamber
with a lhp mixer, and a 5,600 gallon post-SBR equalization/effluent tank with two 1 hp effluent pumps;
an automatically activated emergency power generator; two 62 foot diameter high rate infiltration units;
and all associated piping, valves and appurtenances; and the
continued operation and subsequent abandonment of: a tertiary treatment plant consisting of a single
20,000 gallon aeration basin, a single clarifier, a 20,000 gallon influent flow equalization basin with dual
28 GPM peristaltic pumps, an equalization basin prior to the filters with dual pumps and flow control
sputter box, dual aerated sludge holding tanks, dual high rate tertiary filters with back wash pumps, two
` 125 CFM blowers, dual chlorinators, a chlorine contact basin, an effluent dosing tank with dual 75 GPM
pumps, and all associated piping, valves and appurtenances;
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I.
to serve the Sound of the Sea Condominiums, with no discharge of wastes to surface waters, pursuant to
the application received February 15, 2010, and subsequent additional information received by the
Division of Water Quality, and in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2015, shall void Permit No.
W00007103 issued June 20, 2007, and shall be subject to the following specified conditions and
limitations:
In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
the permitted facility modifications, a certification (attached) shall be submitted from a licensed
North Carolina Professional Engineer certifying that the permitted facility modifications have been
installed in accordance with this permit, Division approved plans and specifications, and other
supporting documentation, including the location of all monitoring wells as applicable. If this project
is to be completed in phases and partiallv certified. the Permittee 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 comnleted. Mail the Certification to the Division of
Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Wilmington Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facility
modifications such that an in -place inspection can be made. Notification to the Aquifer Protection
Section's regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays.
3. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. In accordance with Rule 15A NCAC 02T .0115, the Permittee shall submit a copy of the
declarations and bylaws documenting compliance with the attached Operational Agreement.
4. In accordance with 15A NCAC 02H .0404(e), if the subject wastewater treatment or disposal
facilities are in noncompliance with the terms and conditions of this permit, governing statutes or
regulations, the subject facilities shall be connected to an operational publicly owned wastewater
collection system within 180 days of its availability. Prior to the initiation of these connection
activities, appropriate Division approval shall be received.
II. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the infiltration areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
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3. All wells 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
jurisdictional laws and regulations pertaining to well construction.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities in accordance with 15A NCAC 02T .0400. If an
individual permit is not required, the following performance criteria shall be met as provided in 15A
NCAC 02T .0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and any contravention of groundwater or surface water standards.
b. A map of the sewer system shall be developed and actively maintained.
c. An operation and maintenance plan shall be developed, implemented and maintained.
d. Pump stations not connected to a telemetry system shall be inspected every day (i.e., 365 days per
year). Pump stations connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewers shall be inspected at least once every six months.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the Wilmington Regional Office in accordance with
15A NCAC 02B .0506(a), and public notice shall be provided as required per North Carolina
General Statute § 143-215.1 C.
h. A grease control program shall be developed, implemented and maintained.
i. Right-of-ways and easements shall be maintained.
j. Inspection and maintenance records for Conditions.II.4.a. through 1141 shall be maintained for a
period of at least five years, except for Conditions II.4.b. and IIAc., which shall be maintained
for the life of the system.
5. Effluent limitations shall not exceed those specified in Attachment A.
6. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
7. 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.
8. A usable green area shall be maintained for effluent disposal. The green area shall have the capability
of accommodating the facility's average daily flow without exceeding the green area loading rates.
As defined in 15A NCAC 02H .0404(g)(7), a "green area" 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.
9. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
\ action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
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10, In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
11. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
12. hi accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
13. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the, compliance boundary shall execute and file with the
Carteret County Register of Deeds an easement running with the land containing 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.
14. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites (i.e., Fields 1 and 2) permitted prior to September 1,
2006 shall be as follows (all distances in feet):
i. Non -SA classified surface waters:
50
ii. SA classified surface waters:
100
iii. Groundwater lowering ditches:
200
iv. Any well with exception of monitoring wells:
100
v. Any property line:
100
vi. Subsurface groundwater lowering drainage systems:
200
vii. Public right of way:
50
viii.Impounded public water supplies:
500
ix. Public shallow groundwater supply:
500
b. The setbacks for treatment units (i.e., Fluidyne SBR plant and the to -be -abandoned tertiary
treatment plant) permitted prior to September 1, 2006 shall be as follows (all distances in feet):
i. Any property line: .
c. The setbacks for treatment units (i.e., the new 20,000 GPD tertiary treatment plant, filtering
equipment and disinfection system) permitted after September 1, 2006 shall be as follows (all
distances in feet):
I Any habitable residence or place of public assembly under separate ownership:
iii. Any private or public water supply source:
iv. Surface waters:
v. Any well with exception of monitoring wells:
vi. Any property line:
100
100
50
100
50
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OPERATION AND MAINTENANCE REOUMEMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0707, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
3. Adequate measures shall be taken to prevent effluent ponding in or runoff from the infiltration sites
listed in Attachment B.
4. Only effluent from the Sound of the Sea Condominiums W WTF shall be infiltrated on the sites listed
in Attachment B.
5. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and operational at all times. If a generator is employed as an alternate power supply,
it shall be tested weekly by interrupting the primary power source.
6. No automobiles or machinery shall be allowed on the infiltration sites except during equipment
installation or while maintenance is being performed.
7. Public access to the infiltration sites and wastewater treatment facilities shall be prohibited.
8. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0708.
9. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
10. The high rate infiltration fields shall be raked twice weekly during the months of April through
October, and once a week during the months of November through March.
11. Vegetative growth must be kept out of the high rate infiltration areas at all times. All vegetation must
be removed manually so that minimal disturbance will occur to the disposal area.
12. The application of chemicals to the high rate infiltration field is expressly prohibited.
13. Screenings removed from the wastewater treatment plants shall be properly disposed in a sanitary
landfill or other Division approved means.
14. The chlorine tablets used in the tablet chlorinator shall be Division approved and of the kind and type
specified in the plans and specifications.
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MY
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. The Permittee shall maintain adequate records tracking the amount of effluent infiltrated. At a
minimum these records shall include the following information for each infiltration site listed in
Attachment B:
a. Date of infiltration;
b. Volume of effluent infiltrated;
c. Field infiltrated;
d. Loading rates to each infiltration site listed in Attachment B; and
e. Weather conditions.
6. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Condition IV.5) on
Form NDAR-2 for every site in Attachment B shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring 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
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Pursuant to § 143-215.1C., the Permittee shall provide to its users and the Division of Water Quality
an annual report summarizing the performance of the wastewater treatment and infiltration facility
and the extent to which the facility has violated this permit, or federal or State laws, regulations, or
rules related to the protection of water quality. This report shall be prepared on either a calendar or
fiscal year basis and shall be provided no later than 60 days after the end of the calendar or fiscal
year. Two copies of the annual report provided to the Permittee's users shall be submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
8. A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date and results of power interruption testing on alternate power supply;
b. Date of calibration of flow measurement device;
c. Visual observations of the plant and plant site; and
'd. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Monitoring wdlls shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All manning, 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.
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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12. Noncompliance Notification:
V
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 facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the infiltration sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following fast knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and disposal facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and disposal facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
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3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 7`" day of June 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
���
,Zr &olenfH. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0007103
WQ0007103 Version 2.1 Shell Version 100209 Page 9 of 10

Pemut No. WQ0007103 High -Rate Infiltration
Sound of the Sea Master Association, Inc. June 7, 2010
Sound of the Sea Condominiums W WTF Carteret County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
I
Mailing Address
City
State Zip
Telephone — _ E-mail _ NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
By Courier/Special Deliverv:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
W00007103 Version 2.1 Shell Version 100209 Page 10 of 10

r
ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent
Permit Number: W00007103 Version: 2.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
SampleMean
Type
BOD, 5-Day (20 Deg. C)— 00310
10
mg/I
Weekly'
Composite
BOD, 5-Day (20 Deg. C) — 003 10
10
mg/1
2 x Month'
Composite
Chloride (as Cl) — 00940
3 x Year'
Composite
Chlorine, Total Residual — 50060
5 x Week
Grab
Coliform, Fecal MF, M-FC Broth, 44.5C — 31616
14
#/100 nil
43
#/I00 nil
Weekly' °
Grab
Coliform, Fecal MF, M-FC Broth, 44.5C-31616
14
9/100 nil
43
#/100 nil
2 x Month 20
Grab
Flow, in Conduit or thru Treatment Plant— 50050
40,000
GPD
Continuous
Recording
Nitrogen, Ammonia Total (as N) — 00610
4
mg/l
Weekly'
Composite
Nitrogen, Ammonia Total (as N) — 00610
4
mg/l
2 x Month 2
Composite
Nitrogen, Nitrate Total (as N) — 00620
Weekly
Composite
Nitrogen, Nitrate Total (as N) — 00620
2. x Month 2
Composite
Nitrogen, Total (as N) —00600
10
mg/I
Weekly'
Composite
Nitrogen, Total (as N) — 00600
10
mg/1
2 x Month'
Composite
pit-00400
6.0
so
9.0
so
5 x Week
Grab
Solids, Total Dissolved — 70300
3 x Year'
Composite
Solids, Total Suspended-00530
20
mg/l
Weekly'
Composite
Solids, Total Suspended — 00530
20
mg/l
2 x Month'
Composite
1. Weekly sampling shall be conducted from May through August.
2. 2 x Month sampling shall be conducted from September through April.
3. 3 x Year sampling shall be conducted during March, July and November.
4. Monthly average for Fecal Coliform shall be a geometric mean.
W00007103 Version2.1 Attachment Page I of

THIS PAGE BLANK
W000071 Version 2.1 Attachment A 1 ye 2 of

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Sound of the Sea Master Association, Inc. — Sound of the Sea Condominiums W WTF
Permit Number: WQ0007103 Version: 2.1
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Rate
Units
1
Sound of the Sea Master Association, Inc.
Carteret
34039' 33.30"
-77003' 03.30"
0.07
Newhan-Corolla
Application Surface Irrigation — 01284
6.7
GPD/Re
2
Sound of the Sea Master Association, Inc.
Carteret
34039' 36.10"
-77003' 03.54"
0.07
Newhan-Corolla
Application Surface Irrigation — 01284
6.7
GPD/fie
Totals
0.14
W00007103 Version 2.1 Attachment B Page I oft

THIS PAGE BLANK
W000071 ✓ersion 2.I Attachment B 'age 2 of

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-2, MW-4, MW-5 and MW-6
Permit Number: WQ00071O3 Version: 2.1
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDA13DS
MONITORING REQUIREMENTS
Parameter Description -Parameter Code
Daily Maximum
Measurement Frequency
Sample Type
Footnotes
Carbon, Tot Organic (TOC) — 00680
mg/I
3 x Year
Grab
1,6
Chloride (as Cl) — 00940
250
mg/I
3 x Year
Grab
1
Coliform, Fecal MF — 31616
#/loom]
3 x Year
Grab
I
Nitrogen, Ammonia Total (as N) — 00610
mg/I
3 x Year
Grab
I
Nitrogen, Nitrate Total (as N) — 00620
10
mg/I
3 x Year
Grab
1
fill —00400
6.5-8.5
s.u.
3xYear
Grab
I
Phosphorus. Total (as P) — 00665
mg/l
3 x Year
Grab
1
Solids, Total Dissolved- 180 Deg C — 70300
500
mg/1
3 x Year
Grab
I
Volatile Organic Compounds (GC/MS) — 78732
mg/I
Annually
Grab
L 4, 5
Water level, distance from measuring point — 82546
it
3 x Year
Calculated
1, 2, 3
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 pit 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 Ore measuring point for each monitoring well. The treasuring 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 Ore following methods:
a. Standard Method 6230D, PQL at OS µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 lig/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
C. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
o. A laboratory must be D WQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the D WQ 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 Wilmington Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/I 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/I, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0007103 Version 2.1 Attachment C Page I of 1

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,. . 3413933 F77 D3 G3 * �t
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X R
06'
A i000lc
aft 2342 ft

Figure 3 — Directional Ma
WQ0007103
Sound of the Sea Drive, Emerald Isle, NC 28594
Sound of the Sea Master Association, Inc.
Latitude: 34.6592'
Sound of the Sea Condominiums
Longitude: -77.05080-
- _ -
- - StyL � — T.4 i"�
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s9
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Figure 4 — Topographic Map
WQ0007103
Sound of the Sea Drive, Emerald Isle, NC 28594
Sound of the Sea Master Association, Inc.
Latitude: 34.6592'
Sound of the Sea Condominiums
Longitude: -77.05081
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L

STATE OF NORTH CAROLINA
COUNTY OF ea.r`'ie.r-ei
Permit No. WQ0007103
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1(dl) and entered into this 74� day of
Su h e ao l o , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Sound of the Sea Master Association. Inc_ ,anon -profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WPfNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Sound of the Sea Condominiums
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
of the North Carolina General Statutes.
5. The 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 ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
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 ASSOCIATION 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.
FORM: HOA 06-07 Page 1 of 2

3. The ASSOCIATION 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 fund allocated for the
facility and shall be part of the yearly budget
4. In the event the common expense allocation and separate fund(s) 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 be provided such that special assessments can be made
as necessary at any time.
5. 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 ASSOCIATION 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 Developments wastewater.
6. 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 ASSOCIATION 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.
7. The ASSOCIATION shall not transfer, convey, assignor otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATIONS successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. 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 WTCNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Sound of the Sea Master Association, Inc.
MA
NAGEMENT COMMISSION Name of ASSOCI TION
<G C B : r
t-r ColeetA Sullins, Director (Signature)
Division of Water Quality
Bob Warren, President
Print Name and Title
6/-fity /3�0 l
(Date) (Dar )
FORM: HOA 06-07 Page 2 of 2

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BEFORE YOU DIG I
CALL I-SDO-632-4949
'- N.C. ONE -CALL CENTER
IT'S THE LAW I
BOGUE
SOUND
LD
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FM RA jISI
F I.
Ohs W.V
FINALS DRAWING
NOT RELEASED
-
sTe
FOR CONSTRUCTION
t ltl9 ',
ATLANTIC OCFAN
w• "i
VICINITY MAP
NOT TO SCALE
BOUNDARY, TOPOGRAPHIC AND WEILAND SURVEY INFORMATION
PROVIDED BY ALAN BELL SURVEYING, P.A.. INFORMATION PROVIDED
FOR ENGINEERING DESIGN PURPOSES ONLY. NOT FOR RECORDATION.
ADDITIONAL TOPOGRAPHIC DATA PROVIDED BY NCDOT LIDAR CIS
DATABASE,
2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY LMTH THE APPLICABLE
SAFETY STANDARDS AND REQUIREMENTS.
i. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH
THE ENGINEER.
1. THE CONTRACTOR SHALL COORDINATE RELOCATION/REMOVAL OF
EI
EXISTING UTILITIES WAH THE UTILITY OWNER.
h S 4
I. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED
Y e s e
BY CONSTRUCTION TO ORIGINAL. CONDITION OR BETTER.
C y ry $ a
I. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION
REQUIRED FOR RECORD DRAWINGS,
d
'wry S a°
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
C
THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NORM CAROU NA
,Q
I,)`4 e a Cdl
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NODE ANDAl
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
L
REQUIREMENTS, WHERE APPLICABLE.
I. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED
O O
9 C z e
MATERIALS UNLESS OTHERMSE DIRECTED BY OWNER.
I. LATERAL SEPARATION
ayi Q U
OF SEWERS OR WATER MAINS. WATER MAINS
SHALL
V o t
BE LAID AT LEAST TEN (10) FEET LATERALLY FROM EXISTING OR
O a
ti
PROPOSED SEWERS, UNLESS LOCAL COND177ONS OR BARRIERS PREVENT
m o
A TEN (10) FOOT LATERAL SEPARATION -- IN WHICH CASE
A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WTH THE
ELEVA7ION ON THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (15) INCHES ABOVE THE TOP OF SEWER, OR
B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM
Z
OF THE WATER MAIN AT LEAST EIGHTEEN (18) INCHES ABOVE THE
a
TOP OF SEWER.
Q
C_
0. CROSSING A'WATER 'UAW OVER A'SEWER. "WHENEVER NECESSARY FOR
(L% Z
L'i
Y
A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE
LAID AT SUCH AN ELEVA7ION THAT THE BOTTOM OF THE WATER MAIN
L j
L
LE
jn U
Q
IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER,
_
m
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18)
f
¢ W
INCH SEPARATION - IN WHICH CASE, BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
o
Lr_ d'
D_ In
W
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF TEN (10) FEET
O CL W
d
ON EACH SIDE OF THE CROSSING.
i CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS
NECESSARY FOR
— r
Ow 3
A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
Z CL
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
D I—
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
O 3:
O.
FOR A DISTANCE OF TEN (70) FEET ON EACH SIDE OF THE POINT(S)
U)
CL
0
OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
EL
2. SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24"
SEPARATION FROM BOTTOM OF STORMWATER PIPE AND TOP OF SEWER
PIPE.
3. ALL EXISTING STRUCTURES LOCATED ON ADJACENT PROPERTIES ARE
APPROXIMATE LOCATIONS AND SIZES.
lDESIGNATED GREEN SPACE
GREEN SPACE A — 11,520 S.F.
GREEN SPACE B — 8,817 SF,
GREEN SPACE C — 56,625 S.F.
GREEN SPACE D — 31,125 S.F.
TOTAL GREEN SPACE — 108,08,' S.F.
O
RcoJtcr Tta zoos _�T
m 'm Br Dal - ..
FEMEWED BW JWH
SHEET NUMBER
c
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F I &UIZE