WQ0018170_Permit (Modification)_20200226

CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director
Secretary
May 5, 2011
Rolf Blizzard, Manager
Pine Island - Currituck, LLC
615 Hillsborough St., Suite 201
Raleigh, NC 27604
Subject: Permit No. WQ0018170 Modification
Pine Island - Currituck, LLC
Pine Island - Currituck, LLC (Wastewater Collection
System Extension to serve The Currituck Club, Phase 8A
and Lot 430) Sewer - Modification
Wastewater Collection System Extension
Currituck County
Dear Mr. Blizzard:
In accordance with your permit modification application received April 19, 2011 and additional
information received May 3, 2011, we are forwarding herewith Permit No. WQ0018170, dated May 5,
2011, to Pine Island - Currituck, LLC for the continued construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, shall void Permit No. WQ0018170 dated October 4, 2006, and shall be subject to the
conditions and limitations as specified therein. This cover letter shall be considered a part of this permit
and is therefore incorporated therein by reference.
1) This modification clarifies the names of the owner and the facility, as well as increases the
design flow of the Phase 8A section (previously named Cottages) by 480 gallons per day (GPD). The
section was previously designed as 16 7-bedroom Lots, but due to larger homes not selling, the section
has been redesigned as 29 4-bedroom Lots. The Phase 8A modification reduces pump station (PS)
number (#) 21, from duplex 151 gallon per min (GPM) pumps to 150 GPM pumps. (Note: PS # 21 serves
only the 13,920 GPD design flow for Phase SA.) The total design flow for the Phase 8A/Inn Site/Historic
Lots section therefore increases by 480 GPD, previously permitted with a total section design flow of
49,560 GPD, to the increased total section design flow of 50,040 GPD. The line length was previously
permitted for 1,408 linear feet (LF) of 4-inch force main (FM). The redesigned smaller lot sizes for the
Phase 8A section reduces the design length to 1,176 LF of 4-inch FM.
2) This modification adds Lot # 430 to the Phase 1 section. The Lot is located at the end of
Herring Gull Court and increases the section's design flow by 480 GPD. The Currituck Club PUD Phase I
and Phase 2 and Magnolia Bay - Phase 1 total section design flow was previously permitted as 98,400
GPD. Lot # 430 increases the section's total flow to 98,880 GPD. Note: The flow of Lot # 430 is made
North Carolina Division of Water aua ty Internal wwwn2Mergualityorg
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tributary via a deemed service connection (Additional sewer length permitting is not included for the
connection).
3) Therefore, this modification increases the total design flow by 960 GPD as accounted above.
Although, the Engineer has requested for the entire Pine Island - Currituck, LLC system flow allocation be
reduced from the previously permitted 543,160 GPD to the total development allocation of 541,628
GPD. The Aquifer Protection Section of the Washington Regional Office has agreed to allow the revised
total.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or
any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to
comply may result in penalties in accordance with North Carolina General Statute § 143-215.6A through
§ 143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral
of the North Carolina -licensed Professional Engineer to the licensing board.
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 Pine Island - Currituck, LLC for the continued construction and operation of approximately 3,058
linear feet of 8-inch gravity sewer and 859 linear feet of 6-inch gravity sewer; a 125-gallon per minute
pump station (PS #20) with duplex pumps, on -site audible and visual high water alarms, and portable
generator receptacle wilts lelernetry; a 150-gallon per minute pump station (PS #21) with duplex
pumps, on -site audible and visual high water alarms, and portable generator receptacle with telemetry;
as well as approximately 1,176 linear feet of 44nch force main to serve 29 4-bedroom units, 23 units at
the Inn site, 27, 7-bedroom units and one retail building as part of the Phase 8A/Inn Site/Historic lots
project, and the discharge of 50,040 gallons per day of collected or wastewater into the Pine Island -
Currituck, LLC's existing sewerage system, pursuant to the application received April 19, 2011, and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted .tune 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit, and;
The continued operation of the certified facilities or continued construction and operation of the not
yet certified facilities as follows:
Approximately 2,762 linear feet of 84nch gravity sewer; 190 linear feet of 6-Inch gravity sewer; a
150-gallon per minute pump station with duplex pumps. on -site audible and visual high water alarms,
and portable generator receptacle with telemetry; a 180-gallon per minute pump station with duplex
pumps, on -site audible and visual high water alarms, and portable generator receptacle with telemetry,
as well as approximately 1,034 linear feet of 4-Inch force main to serve 54 three -bedroom residences as
part of Phase 7, and the discharge of 25,920 gallons per day of collected domestic wastewater into
Pine Island - Currituck, LLC's existing sewerage system;
Approximately 100 linear feet of 6-inch gravity sewer and 316 linear feet of &inch gravity sewer
to serve a 180 seat restaurant and pool as part of Flyway Grill at Pine Island, and the discharge of
approximately 8,700 gallons per day of wastewater to the Pine Island - Currituck, LLC's existing
sewerage system;

Approximately 2,216 linear feet of 8-inch gravity sewer; a 110-gallon per minute pump station
with duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle
with telemetry; as well as approximately 1,223 linear feet of 4-inch force main to serve 24 four -bedroom
residences as part of Currituck Club PUD, Phase 6, with the discharge of 11,520 gallons per day of
wastewater to the Pine Island - Currituck, LLC's existing sewerage system;
Approximately 3,849 linear feet of 8-inch gravity sewer; a 95-gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 802 linear feet of flinch force main to serve 15 four -bedroom single
family lots and 72 three -bedroom patio homes as part of the Hammocks at the Currituck Club project,
and the discharge of 33,120 gallons per day of collected domestic wastewater into the Pine Island -
Currituck, LLC's existing sewerage system;
Approximately 396 linear feet of 8-inch gravity sewer; a 194-gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 57 linear feet of 4-inch force main to serve 121 rooms and a 100-
person conference room as part of the Pine Island Hotel project, and the discharge of 15,020 gallons
per day of collected domestic wastewater into the Pine Island - Currituck, LLC's existing sewerage
system;
Approximately 36 linear feet of 6-inch gravity sewer; a 40-gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 30 linear feet of 24nch force main to serve 60 seats as part of the
Soundside Restaurant/Sandeding Inn Resort project, and the discharge of 2,400 gallons per day of
domestic wastewater into the Pine Island -- Cunituck, LLC's existing sewerage system;
A 32-gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, and portable generator receptacle with telemetry; as well as approximately 365 linear feet of 2-
inch force main to serve The Cua tuck Club (Restaurant & Clubhouse), and the discharge of 3,985
gallons per day of collected domestic wastewater into the Pine Island - Cumtuck, LLC's existing
sewerage system;
Approximately 1,362 linear feet of eight -inch gravity sewer; approximately 41 linear feet of 10-
inch gravity sewer; a 158-gallon per minute pump station with duplex pumps, on -site audible and visual
high water alarms, and portable generator receptacle with telemetry; as well as approximately 703
linear feet of 4-inch force main to serve The Currituck Club PUD - Phase 4, (47 four -bedroom houses and
the Hole # )5 Comfort Station) and the discharge of 23,060 gallons per day of collected domestic
wastewater into the Pine Island - Currituck, LLC's existing sewerage collection system.
From Permit No. WOM4823
Approximately 13,144 linear feet of 8-inch gravity sewer, approximately 8,409 linear feet of 6-inch
force main which will be a common force main for the following pump stations; a 455-gallon per minute
pump station with duplex pumps, on -site audible and visual high water alarms, and portable generator
receptacle with telemetry; as well as approximately 37 linear feet of 6-inch force main; a 85-gallon per
minute pump station with duplex pumps, on -site audible and visual high water alarms, and portable
generator receptacle with telemetry; as well as approximately 768 linear feet of 6-inch force main; a
490-gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms,
and portable generator receptacle with telemetry; as well as approximately 84 linear feet of 6-inch
force main; and a 530-gallon per minute pump station with duplex pumps, on -site audible and visual
high water alarms, and portable generator receptacle with telemetry; as well as approximately 47
linear feet of 64nch force main, to serve The Currituck Club PUD Phase 1 and Phase 2 and Magnolia Bay
- Phase 1 (173 four -bedroom homes and 44 three -bedroom patio homes) and the discharge of 98,880
gallons per day of collected domestic wastewater into the Pine Island - Currituck, LLC's existing
sewerage system (flow reduced from 102,720 gallon per minute due to multiple counting of contributory
facilities);

An additional wastewater collection system consisting of a 315-gallon per minute pump station
with duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle
with telemetry, a 30,338 gallon storage tank, and approximately 700 linear feet of 4-inch force main to
the irrigation pond; 200 linear feet of 4-inch force main to the existing high rate disposal system (Permit
No. WQ0004823); a 620-gallon per minute brine pump station with duplex pumps, audible and visual
high water alarms with telemetry and approximately 708 linear feet of 6-inch force main to the five-day
holding pond; and a 23.5-gallon per minute pump station with duplex pumps, audible and visual high
water alarms and approximately 571 linear feet of 2-inch force main to the existing wastewater
treatment facility (Permit No. WQ0004823), to serve the domestic wastewater at the water treatment
plant;
From Permit No. W00006778
Approximately 3,460 linear feet of 8-inch gravity sewer; approximately 27 linear feet of 10-inch
gravity sewer, a 325 gallon per minute pump station with duplex pumps, on -site audible and visual high
water alarms, and portable generator receptacle with telemetry; as well as approximately 3,200 linear
feet of 6-inch force main, to serve Pine Island PUD - Phase 1 (56 single family homes and a public beach
access restroom) and the discharge of 29,000 gallons per day of collected domestic wastewater into
the Pine Island - Currituck, LLC's existing sewerage system (flow reduced from 113,000 gallons per day
due to contributing facilities not being constructed.)
From Permit No. W00007150
a 190-gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, and portable generator receptacle with telemetry; as well as approximately 24,200 linear feet of
6-inch force main to serve Pine Island (Sanderling Inn and Restaurant) and the discharge of 27,885
gallons per day of collected commercial wastewater into the Pine Island - Cunituck, LLC's existing
sewerage system;
From Permit No. WCM7984
Approximately 4,562 linear feet of 8-inch gravity sewer; a 105-gallon per minute pump station
with duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle
with telemetry; as well as approximately 1,900 linear feet of flinch force main, to serve Pine Island PUD -
Phases 2 b 3, (99 single family lots) and the discharge of 49,500 gallons per day of domestic waste into
the Pine Island - Currituck, LLC's existing sewerage system;
From Permit No. WQ0009088
Approximately 3,754 linear feet of 84nch gravity sewer and a 75-gallon per minute pump station
with duplex pumps, audible and visual high water alarms, and portable generator with telemetry system
to serve of the Pine Island PUD - Phase 4 (four (4) four -bedroom homes) and the discharge of 1,920
gallons per day of domestic wastewater into the Pine Island - Currituck, LLC's existing sewerage system;
Approximately 2,718 linear feet of 8-inch gravity sewer; a 78-gallon per minute pump station with
duplex pumps, audible and visual high water alarms, portable generator with telemetry system; as well
as approximately 3,348 linear feet of 4-inch force main, to serve Pine Island PUD - Phase 8 (44 four -
bedroom homes) and the discharge of 21,120 gallons per day of collected domestic wastewater into
the Pine Island - Currituck, LLC's existing sewerage system;
From Permit No. W0009947
Approximately 2,301 linear feet of &inch gravity sewer, approximately 656 linear feet of 10-inch
gravity sewer; a 260-gallon per minute pump station with duplex pumps, on -site audible and visual high
water alarms, and portable generator receptacle with telemetry; as well as approximately 90 linear feet
of 4-inch force main, to serve Pine Island PUD - Phases 11A & 6 (46 four -bedroom homes) and the
discharge of 22,000 gallons per day of collected domestic wastewater into the Pine Island - Currituck,
LLC's existing sewerage system;

From Permit No. WQ0011377
Approximately 2,045 linear feet of 8-inch gravity sewer; a 260-gallon per minute pump station
with duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle
with telemetry; as well as approximately 90 linear feet of 4-inch force main, to serve Pine Island PUD -
Phase 7 (28 four -bedroom homes) and the discharge of 13,440 gallons per day of collected domestic
wastewater into the Pine Island - Currituck, LLC's existing sewerage system;
From permit WQ0011740
a 105-gallon per minute pump station and two (2) 25-gallon per minute pump stations each with
duplex pumps, each with on -site audible and visual high water alarms, and portable generator
receptacle with telemetry; as well as approximately 695 linear feet of 2-inch force main; approximately
360 linear feet of 34nch force main; and approximately 412 linear feet of 44nch force main to serve
Sonderling Inn Health Club and Stafion gay Cove (two lots) and the discharge of 3,460 gallons per day
of collected domestic and commercial wastewater into the Pine Island - Currituck, LLC's existing
sewerage system;
From Permit No. WQ0011886
Approximately 943 linear feet of 84nch gravity sewer, a pressure sewer collection system
consisting of one (1) 35-gallon per minute pump station: one (1) 38-gallon per minute pump station; and
one (1) 41-gallon per minute pump station; each with duplex pumps, on -site audible and visual high
water alarms, and portable generator receptacle with telemetry; as well as approximately 1,034 linear
feet of 2-inch pressure sewer, a 340-gallon per minute pump station with duplex pumps, on -site audible
and visual high water alarms, and portable generator receptacle with telemetry; as well as
approximately 1,153 linear feet of 6-inch force main to serve The Curftck Club PUD - Phase 2 (16 four -
bedroom homes) and the discharge of 7,680 gallons per day of collected domestic wastewater into the
Pine Island - Currituck, LLC's existing sewerage system;
From Permit No. W00012566 (this description modified in 8/22/06 modification to reflect as -built)
Approximately 246 linear feet of 8-inch gravity sewer to serve Windswept Ridge Golf Villas (6 two -
bedroom villas; 18 three -bedroom villas; 6 four -bedroom villas; and a 50 person pool/bathhouse) and
the discharge of 11,300 gallons per day of collected domestic wastewater into the Pine Island -
Currituck, LLC's existing sewerage system;
From Permit No. W00012893
Approximately 564 linear feet of 8-inch gravity sewer; a 210-gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 854 linear feet of 4-inch force main, to serve The Currituck Club PUD
with no discharge of domestic and commercial wastewater into the Pine Island -- Currituck, LLC's
existing sewerage collection system (Flow reduced from 37,522 gallons per day due to contributory
facilities not being constructed);
From Permit No. WQ0013006
a 340-gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, and portable generator receptacle with telemetry; as well as, (no backwash during power
outage); approximately 609 linear feet of 4-inch force main; and approximately 1,790 linear feet of 6-
inch force main to serve The Currituck Club, PUD filter backwash, with no discharge of collected
industrial wastewater into the Pine Island - Currituck, LLC's existing sewerage collection system [flow
reduced from 24,750 gallons per day (the collected 24,750 gallons per day is routed directly to the high
rate infiltration pond and does not directly impact the wastewater treatment facility)};

From Permit No. WQ0013141
a pressure sewer collection system consisting of one (1) 35-gallon per minute pump station; one
(1) 38-gallon per minute pump station; and one (1) 43.5-gallon per minute pump station; each with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 906 linear feet of 24nch pressure sewer, to serve The Currituck Club
PUD - Oceans Subdlvision (eight three -bedroom houses) and the discharge of 2,880 gallons per day of
collected domestic wastewater into the Pine Island - Currituck, LLC's existing sewerage collection
system;
From Permit No. W00013307
Approximately 231 linear feet of 8-inch gravity sewer to serve The Currifuck Club PUD - Amen€fies
Area (pool with a maximum of 137 users) and the discharge of 1,370 gallons per day of collected
domestic wastewater into the Pine Island - Currituck, LLC's existing sewerage collection system;
From Permit No. WQ0013388
Approximately 5,408 linear feet of 8-inch gravity sewer; approximately 21 linear feet of 10-inch
gravity sewer; a pressure sewer collection system consisting of six (6) 32-39 gallon per minute pump
stations with simplex pumps, on -site audible and visual high water alarms, and portable generator
receptacle with telemetry, as well as approximately 100 linear feet of 1.25-4nch pressure sewer;
approximately 761 linear feet of 2-inch pressure sewer; a 75-gallon per minute pump station with duplex
pumps, on -site audible and visual high water alarms, and portable generator receptacle with telemetry;
as well as approximately 202 linear feet of 3-inch force main; a 150-gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 1,748 linear feet of 4Anch force main; and a 140-gallon per minute
pump station with duplex pumps, on -site audible and visual high water alarms, and portable generator
receptacle with telemetry; as well as approximately 1,1 i 1 linear feet of flinch force main to serve The
CurrNuck Club PUD - Phase 3 (74 four -bedroom homes), and the discharge of 355,520 gallons per day of
collected domestic wastewater into the Pine Island - Currituck, LLC's existing sewerage system;
From Permit No. WQ0014523
Approximately 1,439 linear feet of 84nch gravity sewer; a 210-gallon per minute pump station
with duplex pumps, audible and visual high water alarms, portable generator with telemetry system;
and approximately 340 linear feet of 44nch force main, to serve Magnolia Bay - Phase 2 (26 three -
bedroom houses and a pool with a maximum of 50 users) and the discharge of 9,860 gallons per day of
collected domestic wastewater into the Pine Island - Currituck, LLC's existing sewerage system; and
From Permit No. WGM 17772
Approximately 687 linear feet of &inch gravity sewer; a 310-gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, and portable generator receptacle with
telemetry; as well as approximately 56 linear feet of flinch force main; a 160-gallon per minute pump
station with duplex pumps, on -site audible and visual high water alarms, and portable generator
receptacle with telemetry; as well as approximately 400 linear feet of 4-inch force main; and a 250-
gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms, and
portable generator receptacle with telemetry; as well as approximately 24 linear feet of 4-inch force
main to serve Ocean Club Centre Buildings 1-6 (Lots 1-4), and the discharge of 17,200 gallons per day of
collected domestic and commercial wastewater into the Pine Island - Cunrituck, LLC's existing
sewerage system.
The total flow allocated to the Pine Island - Cvrritack, LLC wastewater treatment facility (Permit
No. W00004823) at the issuance of this permit to be 541,628 gallons per day pursuant to the application}
received January 28, 2003 and the request to modify the allocation dated April 19, 2011, as well as in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently

Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the Pine Island -
Currituck, 11C Wastewater Treatment Facility (Non -Discharge Permit No. WQ0004823) prior to being land
applied by spray irrigation.
A stormwater management plan shall be submitted to and approved by the Washington
Regional Office in accordance with 15A NCAC 2H .1000.
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 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of 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.
If you need additional information concerning this matter please contact Thom Edgerton at
[phone] or via E-mail at [e-mail].
VnH4 . SUIIins
cc: Currituck County Health Department
Washington Regional Office, Water Quality Section (WWTF Permit No. WQ0004823)
Joseph J. Anlauf, PE, Quible & Associates, PC, PO Drawer 870, Kitty Hawk, NC 27949
PERCS (formerly NDPU) Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded, shall void Permit No.
WQ0018170 issued October 4, 2006, and shall be subject to the following specified conditions and
limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned
herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 as required by 15A NCAC 2T 0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.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 the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 28 .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved.

5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to opKatlon of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to ablde by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mans adopted
.tune 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-
215.6A through § 143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall fake immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentafion control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 28.0200 and 15A NCAC 2T.
Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Washington
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
either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five 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. Part li of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control.
2

12. Gravity sewers installed below the minimum required slope per the Division's Gravity Sewer Minimum
Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an
unforeseen obstacle in the field where all viable solutions have been examined, a slope variance
can be requested from the Division with firm supporting documentation. This shall be done through a
Permit modification with fee. Such variance requests will be. evaluated on a case -by -case basis.
Resolution of such request shall be evident prior to completing and submitting the construction
certification.
Permit issued this the fifth day of May, 2011.
JNORTCARD[ItENVIRONMENTAL MANAGEMENT COMMISSION
For Coleen H. Sullins, Director
Division of Water Quality '
By Authority of the Environmental Management Commission
Permit Number WO001E8170 Modification

Permit No. WQOO18170 Modification
May 5, 2011
ENGINEER'S CERTIFICATION
Complete and submit this form to the permit issuing office (address below) with the following:
• One copy of the project record drawings (plan/profile views and detail drawings of sewer lines) of
the wastewater collection system extension. Final record drawings should be clear on the plans.
Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option
selected) for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary
form. Permit modifications are re uired for any chonges resulting in non-comollance with this oermit,
regulations -or minimum design criteria. M dificati ns should be mitted odor to cer ifi ti
This project shall not be considered complete nor allowed to operate until this Engineer's Certification
and all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the Division.
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
Phase 8A/Inn Site/Historic Lots, Currituck project, consisting of 3,058 LF of 8-inch gravity sewer, 859 LF of 6-
inch gravity sewer, 1,176 LF of 4-inch force main, a 125 GPM pump station and a 150 GPM pump station,
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 of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
NORTH CAROLINA DIVISION OF WATER QUALITY
Washington Regional Office - Surface Water Protection Section
Attn: At Hodge, Regional Supervisor
943 Washington Square Mall
Washington, NC 27889
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
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