WQ0041809_Application (FTSE)_20200702

Engineering and Surveying
Mailing Address: P.O. Box 2852 (104 Jester Court)
Kill Devil Hills, North Carolina 27948
[e-mail]
Phone:[phone]
Michael W. Robinson, P.E., P.L.S.
June 25, 2020
NCDENR, Division of Environmental Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: WP804, LLC and WP808, LLC
Fast Track Application (FTA 04-16)
For Receiving Sewer Utility - KDHWWTP, LLC
Wastewater Collection System Extension (Lift station and force main)
Kill Devil Hills, Dare County, North Carolina
Dear Sir/Madame,
Enclosed please find FTA 04-16 and supporting data for a lift station addition to the
KDHWWTP, LLC wastewater utility.
The following information is included with this submittal:
1. Fast Track application form completed and signed.
2. Project narrative with flow justification.
3. FTSE 04-16 signed.
4. Quad Sheet with project identified.
5. Current permit for receiving sewer (WQ0002829)
6. NCUC Certificate of Public Convenience and Necessity (W-1160 Sub 7)
7. Reduced scale plans and details.
8. Application fee of $480.00.
Thank you for your assistance with this project.
If you have any questions please feel free to call me at 252-255-8026.1 can also be
reached by email at mrobinson(c4obxen ing eering.com.
Sincerel<05)-...
Michael W. Robinson P.E., P.L.S.

R State o North Carolina
D W Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division Policies and good em!ineerine practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. Tjtese
documents shall be available upon request by the Division. V
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
9 ✓G <<
Projects not eligible for review via the fast track process (must be submitted for full technical review): �i �•
0
➢ Projects that require an environmental assessment in accordance with ISA NCAC 1C .0100;Q 2 'SG
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); V
➢ Vacuum sewer systems. �o0
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time
and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
E Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
E List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
E Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
E Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
E The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
E The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
E The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or
proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping
units, associated appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
® Per 15A NCAC 02T .01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or
that franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0l 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DES.
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 287 88
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilminaton Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Allegheny, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Witter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: KDHWWTP. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: George E. Goodrich per 15A NCAC 02T .0106(b)
Title: Managing Partner
4. Applicant's mailing address: P.O. Box 3629
City: Kill Devil Hills State: North Carolina Zip: 27948-
5. Applicant's contact information:
Phone number: (2M) 475-0874 Email Address: eddiegoodrich@—villagerealiyobx.com
II. PROJECT INFORMATION:
1. Project name: WP804. LLC and WP808. LLC
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Dare
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.00780'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael W. Robinson. P.E.
Firm: Michael W. Robinson. P.E.. P.L.S.
Mailing address: P.O. Box 2852
City: Kill Devil Hills State: NC Zip: 27948-
Longitude:-75.658470
License Number: NC 18994
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: KDHWWTP, LLC Permit Number: W00002829
Owner Name: KDHWWTP LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00002829 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
®Yes [—]No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
[--]Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(t)? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow','
No. of Units
Flow
WP804, LLC - Restaurant
40 gal/day per seat
252 seats
10,800 GPD
WP808, LLC - Retail
100 gal/day per 1,000 sq.ft.
6565 sq. ft.
656 GPD
Reserve Capacity for future development
gal/
2,044 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
13,500 GPD
a See 15A NCAC 02T .01 14(b). (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 13500 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
n/a
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: I
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.00780' Longitude:-75.65847°
3. Design flow of the pump station: 0.0135 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 59 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
60
C900
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B),.
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [:]Yes ❑ No ®N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Station
and Force Mains (latest version), and the Gravity Sewer Mittimunt Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the reauest is required prior to submittal of the Fast Track Application and sunoortina
documents.
2. Professional Engineer's Certification:
I, Al cµAgC W. Rori w s 6/-N P. F , attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 1 SSAA NCAC 02T .0106((bb):
1, 6,Lor5,e_
name & title from Application Item 1.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. 1 also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not/to/exceed $10,000 as well as civil penalties up to $25,000 per violation.
/> n0 A
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
All,
�R
Division of Water Resources
VIM&
D,vps1011 04 Witter Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: KDHWWTP LLC
Project Name for which flow is being requested: 1207 and 1209 S. Virginia Dare Trail
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of theproposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: KDHWWTP, LLC
b. WWTP Facility Permit #: WQ0002829 (July 14, 2017)
All flows are in MGD
c. WWTP facility's permitted flow 0.660000
d. Estimated obligated flow not yet tributary to the WWTP 0.233160
e. WWTP facility's actual avg. flow 0.193567
f. Total flow for this specific request 0.013500
g. Total actual and obligated flows to the facility 0.440227
h. Percent of permitted flow used 66.7
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the W WTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pi),
Number)
MGD MGD
n/a
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-I6

III. Certification Statement:
I George E. Goodrich, Managing certify to the best of my knowledge that the addition of
Partner
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
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Water Resources
ENVIRONMENTAL OVALITY
July 14, 2017
GEORGE E. GOODRICH — MANAGING PARTNER
KDHWWTP, LLC
POST OFFICE BOX 3629
KILL DEVIL HILLS, NORTH CAROLINA 27948
Dear Mr. Goodrich:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. W00002829
KDHWWTP
High -Rate Infiltration & Non -
Conjunctive Reclaimed
Utilization System
Dare County
In accordance with your permit major modification request received January 31, 2017, and
subsequent additional information received May 5, 2017, we are forwarding herewith Permit No.
W00002829 dated July 14, 2017, to KDHWWTP, LLC for the continued operation of the high -rate
infiltration and non -conjunctive reclaimed utilization facilities, as well as the continued operation and
subsequent modification of the existing wastewater treatment facilities.
The modifications to the subject permit are as follows: to address exceedances of nitrate
concentrations in the groundwater the permittee will segment the aeration basins into alternating aerobic
and anoxic zones in order to promote the biological removal of nitrogen (5 stage Bardenpho Process with
Integrated Fixed Film/Activated Sludge). The disposal capacity is to be expanded by adjusting the overall
permitted capacity to 660,000 gallons per day (GPD).
This permit shall be effective from the date of issuance until June 30, 2022, shall void Permit No.
W00002829 issued December 9, 2016, 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.
Please note the following permit conditions are new since the last permit issuance dated
December 9, 2016:
➢ Condition I1I.17. — This condition requires that the Permittee develop and implement an
education program to inform users (including employees) about the proper use of reclaimed
water.
➢ Condition III.18. —This condition requires that the Permittee provide notification to the public
and/or employees about the use of reclaimed water, and that reclaimed water is not intended
for drinking.
-`T Nothing Compares!-,,
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

Mr. George E. Goodrich
July 14, 2017
Page 2 of
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 is being forwarded to you. If you need additional information concerning
this permit, please contact Tessa Monday at [phone] or tessa.mondayna ncdenr gov.
Sincerely,
�� 2>
jrS. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Dare County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Joseph Anlauf, PE — Anlauf Engineering, PLLC (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1160, SUB 7
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Notification by KDHWWTP, LLC, Post Office Box 1327, ) ORDER
Nags Head, North Carolina 27959, of Intention to Begin ) RECOGNIZING
Operations in Areas Contiguous to Present Service Area ) CONTIGUOUS
Providing Sewer Utility Service to Fifteen New Customers, ) EXTENSION
in Kill Devil Hills, North Carolina )
BY THE COMMISSION: On June 19, 2008, KDHVANTP, LLC (KDH), filed a
notification of intention to begin operations in an area contiguous to a present service
area. KDH desires to expand sewer utility service in the Town of Kill Devil Hills (the
Town) by serving 15 new customers consisting of hotels, restaurants, multifamily units
and other commercial/retail users located adjacent to or in near proximity to the existing
sewer force mains owned by KDH which are located throughout a large portion of the
Town. While some of the 15 connections are not contiguous to the existing mains but
rather are 200 to 400 feet away, the Public Staff recommended that the application be
approved without having to file a new franchise application due to the unique
circumstances in the service area. This same procedure was approved by the
Commission for extension to serve Harris Teeter in Docket No. W-1160, Sub 5.
KDH's proposed rates are the same as currently approved in its other franchised
service area. KDH states that there are no other sewer service providers, either public
utility or municipal in the locations which KDH proposes to serve.
KDH posted a $150,000 bond in Docket No. W-1160, Sub 5, which was
designated to cover all extensions of service up to the 500,000 gallon per day of
wastewater treatment plant capacity. Therefore, no additional bond will be required for
this application.
On the basis of the verified notification and the records of the Commission, the
Commission makes the following
FINDINGS OF FACT
1. KDH presently holds a sewer franchise serving 26 customers in Dare
County, North Carolina and its record of service is satisfactory.
2. The service area covered is the area shown on the plans attached as
Exhibit B to the notification form filed in this docket.

3. KDH currently has $150,000 of bonds posted with the Commission, which
includes the bond for this docket.
4. KDH has the technical, managerial, and financial capacity to provide
sewer utility service for the proposed service connections.
5. KDH has filed all exhibits required with the notification.
6. KDH has entered 14 separate agreements in which it will be selling
capacity from its wastewater treatment plant at its Commission -approved capacity fee of
$12.98 per gallon per day. These 14 users will purchase a total of 138,915 gallons per
day (gpd) of capacity for a total of $1,803,116. In addition KDH plans to provide service
to a proposed satellite Fire Station for the Town with no additional capacity charge since
the Town has a capacity allocation from a previous agreement. Pursuant to the
agreements, each user will install wastewater pump stations to serve their
establishments as well as piping to connect to the existing KDH collection system.
Upon completion, the pump stations and pipes will be conveyed to KDH at no cost.
7. The 15 proposed connections and the allocated gallons per day of
capacity are as follows:
(1) Wilbur Wright Associates, Inc. (Hotel) - 201 North Virginia Dare Trail — 18,365
gpd
(2) ON Trading Corporation (Hotel) — 405 South Virginia Dare Trail—10,770 gpd
(3) Bath Enterprises JK's (Restaurant) — 1106 South Croatan Highway — 5,600 gpd
(4) Outer Banks Brew Station (Restaurant) — 600 South Croatan Highway — 7,000
gpd
(5) PITCO 1 Captain George's (Restaurant) — 705 South Croatan Highway —
16,000 gpd
(6) Atlantic Retreat, LLC, Outer Banks Motor Lodge (Hotel) — 1509 South Virginia
Dare Trail—12,500 gpd
(7) Tanya's Retreat LLC (Hotel) — 1901 South Virginia Dare Trail—15,000 gpd
(8) Roy Parker (Retail) —1208 South Croatan Highway — 600 gpd
(9) Mexicali Brewz (Restaurant) —1200 South Virginia Dare Trail — 3,120 gpd
(10) Haroics (Salon) — 1314 South Croatan Highway — 2,400 gpd
(11) Key Realty (Multifamily) —1712 South Virginia Dare Trail — 4680 gpd
(12) Port O'Call, LTD (Multifamily) — 913 South Virginia Dare Trail—16,560 gpd
(13) John and Suzanne Woolard (Restaurant/Retail) — 1601 South Virginia Dare
Trail — 13,500 gpd
(14) C&S Realty (Hotel) — 1801 North Virginia Dare Trail—12,820 gpd
(15) Satellite Fire Station — 2011 South Croatan Highway — 510 gpd
8. Each of the pump stations and service lines will require a North Carolina
Division of Water Quality permit prior to connecting to the KDH system.
2

Based upon the foregoing, the Commission is of the opinion that the bond
previously posted in Docket No. W-1160, Sub 5, should be accepted as covering the
notification in this docket, and that the notification to provide sewer service to the
additional 15 customers shown in this notification and listed on Appendix A attached
hereto should be approved.
IT IS, THEREFORE, ORDERED as follows:
1. That the $150,000 bond and surety filed in Docket No. W-1160, Sub 5, is
intended to cover the service expansion in this notification and is hereby accepted and
approved.
2. That the contiguous extension of sewer utility service from KDH's existing
service area to the 15 connections subject to this notification is hereby recognized.
3. That Appendix A constitutes the Certificate of Public Convenience and
Necessity.
4. That the Schedule of Rates (see Docket No. W-1160, Sub 3) is approved
for KDH for service to the 15 connections recognized herein. These are the same rates
approved by the Commission for KDH's other franchised area.
ISSUED BY ORDER OF THE COMMISSION.
This the 17th day of July , 2008.
NORTH CAROLINA UTILITIES COMMISSION
rb07140804 Gail L. Mount, Deputy Clerk
3

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
F1» ►1t01:I_l
DOCKET NO. W-1160, SUB 7
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
KDHWWTP. LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
IT
(1) Wilbur Wright Associates, Inc. (Hotel) - 201 North Virginia Dare Trail
(2) ON Trading Corporation (Hotel) — 405 South Virginia Dare Trail
(3) Bath Enterprises JK's (Restaurant) —1106 South Croatan Highway
(4) Outer Banks Brew Station (Restaurant) — 600 South Croatan Highway
(5) PITCO 1 Captain George's (Restaurant) — 705 South Croatan Highway
(6) Atlantic Retreat, LLC (Hotel) —1509 South Virginia Dare Trail
(7) Tanya's Retreat LLC (Hotel) —1901 South Virginia Dare Trail
(8) Roy Parker (Retail) —1208 South Croatan Highway
(9) Mexicali Brewz (Restaurant) —1200 South Virginia Dare Trail
(10) Heroics (Salon) —1314 South Croatan Highway — 2,400
(11) Key Realty (Multifamily) —1712 South Virginia Dare Trail
(12) Port O'Call, LTD (Multifamily) — 913 South Virginia Dare Trail
(13) John and Suzanne Woolard (Restaurant/Retail) —1601 South Virginia Dare Trail
(14) C&S Realty (Hotel) —1801 North Virginia Dare Trail
(15) Satellite Fire Station — 2011 South Croatan Highway
Dare County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 171h day of July, 2008.
NORTH CAROLINA UTILITIES COMMISSION
eA6L l.'C'(loum*
Gail L. Mount, Deputy Clerk

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DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlsion of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review): 9Fp
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100; F�G�
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); O hy��vid�@ 2�
➢ Vacuum sewer systems. o� °w Q�0
General — When submitting an application, please use the following instructions as a checklist in order to ens required
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicke ew time
and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
E List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T 0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or
proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping
units, associated appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
® Per 15A NCAC 02T 0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or
that franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T 0115(c), submit the properly executed Operational Agreement (FORM: FICA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DES.
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowan, Craven,
_Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Fender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Alan ance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quail Section
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources VIA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: KDHW WTP. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Georee E. Goodrich per 15A NCAC 02T .0106(b)
Title: Managing Partner
4. Applicant's mailing address: P.O. Box 3629
City: Kill Devil Hills State: North Carolina Zip: 27948
5. Applicant's contact information:
Phone number: (2"2 475-0874 Email Address: eddie¢oodrichgvillaeerealtyobx.com
® Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: WP804. LLC and WP808. LLC
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Dare
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.00780' Longitude:-75.65847°
5. Parcel ID (if applicable): _
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael W. Robinson. P.E.License Number: NC 18994
Firm: Michael W. Robinson. P.E., P.L.S.
Mailing address: P.O. Box 2852
City: Kill Devil Hills State: NC Zip: 27948-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: KDHWWTP, LLC Permit Number: W00002829
Owner Name: KDHW WTP. LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00002829 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): _
FORM: FTA 04-16 Page] of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
® Yes [-]No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(fl? [-]Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 01T.0114(f)
Daily Design Flow "'b
No. of Units
Flow
WP804, LLC - Restaurant
40 gal/day per seat
252 seats
10,800 GPD
WP808, LLC - Retail
100 gal/day per 1,000 sq.ft.
6565 sq. ft.
656 GPD
Reserve Capacity for future development
gal/
2,044 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
13,500 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: ly GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
n/a
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.00780' Longitude:-75.65847'
3. Design flow of the pump station: 0.0135 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 59 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
60
C900
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

I%. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes [-]No
➢ 15A NCAC 02T.0305(fi contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittingof f Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. _Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
1, /Y/lr;{d-AI:I. GJ• R0r6,(/4S6/U PF. attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and havejudged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143.215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & title from Appl
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. 1 also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete,
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
t-va,xiin Department of Environmental Quality
�e
Division of Water Resources
Sktvistvtttsvr r,ur�€ Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: KDHWWTP, LLC
Project Name for which flow is being requested: 1207 and 1209 S. Virginia Dare Trail
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route ofthe proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTPFacility Name: KDHWWTP, LLC
b. WWTP Facility Permit M WQ0002829 (July 14, 2017)
All flows are in MGD
c. WWTP facility's permitted flow 0,660000
d. Estimated obligated flow not yet tributary to the WWTP 0.233160
e. WWTP facility's actual avg. flow 0.193567
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.013500
0.440227
66.7
H. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity,* (Firm/pi),
Number)
MGD MGD
n/a
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-I6

ITI. Certification Statement:
I George E. Goodrich, Managing certify to the best of my knowledge that the addition of
Partner
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Dare
Page 2 of 6
FTSE 04-16

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Water Resources
ENVIRONMENTAL QUALITY
July 14, 2017
GEORGE E. GOODRICH — MANAGING PARTNER
KDHW WTP, LLC
POST OFFICE BOX 3629
KILL DEvtL HILLS, NORTH CAROLINA 27948
Dear Mr. Goodrich:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. W00002829
KDHW WTP
High -Rate Infiltration & Non -
Conjunctive Reclaimed
Utilization System
Dare County
In accordance with your permit major modification request received January 31, 2017, and
subsequent additional information received May 5, 2017, we are forwarding herewith Permit No.
W00002829 dated July 14, 2017, to KDHWWTP, LLC for the continued operation of the high -rate
infiltration and non -conjunctive reclaimed utilization facilities, as well as the continued operation and
subsequent modification of the existing wastewater treatment facilities.
The modifications to the subject permit are as follows: to address exceedances of nitrate
concentrations in the groundwater the permittee will segment the aeration basins into alternating aerobic
and anoxic zones in order to promote the biological removal of nitrogen (5 stage Bardenpho Process with
Integrated Fixed Film/Activated Sludge). The disposal capacity is to be expanded by adjusting the overall
permitted capacity to 660,000 gallons per day (GPD).
This permit shall be effective from the date of issuance until June 30, 2022, shall void Permit No.
W00002829 issued December 9, 2016, 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.
Please note the following permit conditions are new since the last permit issuance dated
December 9, 2016:
➢ Condition III.17. — This condition requires that the Permittee develop and implement an
education program to inform users (including employees) about the proper use of reclaimed
water.
➢ Condition III.18. —This condition requires that the Permittee provide notification to the public
and/or employees about the use of reclaimed water, and that reclaimed water is not intended
for drinking.
--'s"Nothing Compares,,
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

Mr. George E. Goodrich
July 14, 2017
Page 2 of 2
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 Fled 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 is being forwarded to you. If you need additional information concerning
this permit, please contact Tessa Monday at [phone] or [e-mail].
Sincerely,
�12>
LS. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Dare County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Joseph Anlauf, PE — Anlauf Engineering, PLLC (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1160, SUB 7
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Notification by KDHWWTP, LLC, Post Office Box 1327, ) ORDER
Nags Head, North Carolina 27959, of Intention to Begin ) RECOGNIZING
Operations in Areas Contiguous to Present Service Area ) CONTIGUOUS
Providing Sewer Utility Service to Fifteen New Customers, ) EXTENSION
in Kill Devil Hills, North Carolina )
BY THE COMMISSION: On June 19, 2008, KDHWWTP, LLC (KDH), filed a
notification of intention to begin operations in an area contiguous to a present service
area. KDH desires to expand sewer utility service in the Town of Kill Devil Hills (the
Town) by serving 15 new customers consisting of hotels, restaurants, multifamily units
and other commercial/retail users located adjacent to or in near proximity to the existing
sewer force mains owned by KDH which are located throughout a large portion of the
Town. While some of the 15 connections are not contiguous to the existing mains but
rather are 200 to 400 feet away, the Public Staff recommended that the application be
approved without having to file a new franchise application due to the unique
circumstances in the service area. This same procedure was approved by the
Commission for extension to serve Harris Teeter in Docket No. W-1160, Sub 5.
KDH's proposed rates are the same as currently approved in its other franchised
service area. KDH states that there are no other sewer service providers, either public
utility or municipal in the locations which KDH proposes to serve.
KDH posted a $150,000 bond in Docket No. W-1160, Sub 5, which was
designated to cover all extensions of service up to the 500,000 gallon per day of
wastewater treatment plant capacity. Therefore, no additional bond will be required for
this application.
On the basis of the verified notification and the records of the Commission, the
Commission makes the following
FINDINGS OF FACT
1. KDH presently holds a sewer franchise serving 26 customers in Dare
County, North Carolina and its record of service is satisfactory.
2. The service area covered is the area shown on the plans attached as
Exhibit B to the notification form filed in this docket.

3. KDH currently has $150,000 of bonds posted with the Commission, which
includes the bond for this docket.
4. KDH has the technical, managerial, and financial capacity to provide
sewer utility service for the proposed service connections.
5. KDH has filed all exhibits required with the notification.
6. KDH has entered 14 separate agreements in which it will be selling
capacity from its wastewater treatment plant at its Commission -approved capacity fee of
$12.98 per gallon per day. These 14 users will purchase a total of 138,915 gallons per
day (gpd) of capacity for a total of $1,803,116. In addition KDH plans to provide service
to a proposed satellite Fire Station for the Town with no additional capacity charge since
the Town has a capacity allocation from a previous agreement. Pursuant to the
agreements, each user will install wastewater pump stations to serve their
establishments as well as piping to connect to the existing KDH collection system.
Upon completion, the pump stations and pipes will be conveyed to KDH at no cost.
7. The 15 proposed connections and the allocated gallons per day of
capacity are as follows:
(1) Wilbur Wright Associates, Inc. (Hotel) - 201 North Virginia Dare Trail — 18,365
gpd
(2) ON Trading Corporation (Hotel) — 405 South Virginia Dare Trail—10,770 gpd
(3) Bath Enterprises JK's (Restaurant) — 1106 South Croatan Highway — 5,600 gpd
(4) Outer Banks Brew Station (Restaurant) — 600 South Croatan Highway — 7,000
gpd
(5) PITCO 1 Captain George's (Restaurant) — 705 South Croatan Highway —
16,000 gpd
(6) Atlantic Retreat, LLC, Outer Banks Motor Lodge (Hotel) — 1509 South Virginia
Dare Trail—12,500 gpd
(7) Tanya's Retreat LLC (Hotel) — 1901 South Virginia Dare Trail—15,000 gpd
(8) Roy Parker (Retail) —1208 South Croatan Highway — 600 gpd
(9) Mexicali Brewz (Restaurant) —1200 South Virginia Dare Trail — 3,120 gpd
(10) Haroics (Salon) — 1314 South Croatan Highway — 2,400 gpd
(11) Key Realty (Multifamily) —1712 South Virginia Dare Trail — 4680 gpd
(12) Port O'Call, LTD (Multifamily) — 913 South Virginia Dare Trail — 16,560 gpd
(13) John and Suzanne Woolard (Restaurant/Retail) — 1601 South Virginia Dare
Trail — 13,500 gpd
(14) C&S Realty (Hotel) —1801 North Virginia Dare Trail — 12,820 gpd
(15) Satellite Fire Station — 2011 South Croatan Highway— 510 gpd
8. Each of the pump stations and service lines will require a North Carolina
Division of Water Quality permit prior to connecting to the KDH system.
2

Based upon the foregoing, the Commission is of the opinion that the bond
previously posted in Docket No. W-1160, Sub 5, should be accepted as covering the
notification in this docket, and that the notification to provide sewer service to the
additional 15 customers shown in this notification and listed on Appendix A attached
hereto should be approved.
IT IS, THEREFORE, ORDERED as follows:
1. That the $150,000 bond and surety filed in Docket No. W-1160, Sub 5, is
intended to cover the service expansion in this notification and is hereby accepted and
approved.
2. That the contiguous extension of sewer utility service from KDH's existing
service area to the 15 connections subject to this notification is hereby recognized.
3. That Appendix A constitutes the Certificate of Public Convenience and
Necessity.
4. That the Schedule of Rates (see Docket No. W-1160, Sub 3) is approved
for KDH for service to the 15 connections recognized herein. These are the same rates
approved by the Commission for KDH's other franchised area.
ISSUED BY ORDER OF THE COMMISSION.
This the 17th day of July , 2008.
NORTH CAROLINA UTILITIES COMMISSION
eai1, l.Moum*
rW71408 04 Gail L. Mount, Deputy Clerk
3

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1160, SUB 7
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
KDHWWTP. LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
(1) Wilbur Wright Associates, Inc. (Hotel) - 201 North Virginia Dare Trail
(2) ON Trading Corporation (Hotel) — 405 South Virginia Dare Trail
(3) Bath Enterprises JK's (Restaurant) —1106 South Croatan Highway
(4) Outer Banks Brew Station (Restaurant) — 600 South Croatan Highway
(5) PITCO 1 Captain George's (Restaurant) — 705 South Croatan Highway
(6) Atlantic Retreat, LLC (Hotel) —1509 South Virginia Dare Trail
(7) Tanya's Retreat LLC (Hotel) —1901 South Virginia Dare Trail
(8) Roy Parker (Retail) —1208 South Croatan Highway
(9) Mexicali Brewz (Restaurant) —1200 South Virginia Dare Trail
(10) Heroics (Salon) —1314 South Croatan Highway — 2,400
(11) Key Realty (Multifamily) — 1712 South Virginia Dare Trail
(12) Port O'Call, LTD (Multifamily) — 913 South Virginia Dare Trail
(13) John and Suzanne Woolard (Restaurant/Retail) —1601 South Virginia Dare Trail
(14) C&S Realty (Hotel) — 1801 North Virginia Dare Trail
(15) Satellite Fire Station — 2011 South Croatan Highway
Dare County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 171h day of July , 2008.
NORTH CAROLINA UTILITIES COMMISSION
Gail L. Mount, Deputy Clerk

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Average Yearly Flow for:
Jan.2019
Feb.2019
Mar.2019
Apr.2019
May2019
Jun2019
Ju12019
Aug2019
Sept2019
Oct2019
N ov2019
Dec2019
KDHWWTP, WQ002829
Permitted Flow:
116290.3226
130500
140935.4839
207700
207709.6774
266900
322555.5484
319129.0323
228366.6667
200903.2258
149100
134612.9032
202058.5717 Avg. Flow
2019 % of Permitted Flow:
0.306149351
(< 80% / 90% OK)