WQ0043287_Application (FTSE)_20220317

00432a '7
QU'b I a RECEIVED/NCDENR/DWFt
Quible&Associates, P.C. P.O.Drawer870
ICrtty Hawk NC 27949
ENGINEERING•ENVIRONMENTAL SCIENCES•PLANNING•SURVEYING Phone-252-491 8147
SINCE 1959 MAR 21 2022 Fax:[phone]
web.quiblo corn
March 17, 2022 water Quality
Regional Operations Section
Washington Regional Office
Sarah Toppen
NCDEQ Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Fast Track Sewer System Extension Application (FTA 06-21)
Drive-Thru Restaurant
1208 S. Croatan Highway
Kill Devil Hills, Dare County, NC
Dear Ms. Toppen,
On behalf of MPF Investment Company, Quible & Associates, P.C. hereby submits, for your
review and approval, a Fast Track Sewer System Extension Application package for the above
referenced project. The applicant is proposing to develop a 2,500 sq. ft- restaurant located in
Kill Devil Hills, Dare County, North Carolina. A collection system has been designed in
accordance with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump
Stations and Force Mains, and the Gravity Sewer Minimum Design Criteria. The proposed
system will collect all proposed wastewater onsite at a pump station and connect via a 2" force
main to an existing 2" forcemain that currently serves the site.
The wastewater flow from the proposed restaurant will be conveyed to an existing Regional
WWTP owned and operated by KDHWWTP, LLC. The proposed wastewater flow generated by
the proposed restaurant is calculated to be 1,400 GPD and would replace the existing pump
station at the site. The following is attached and shall be considered part of this package:
1. Review fee check in the amount of$480.00 made payable to NCDEQ;
2. One (1) original and one (1) copy of the Fast Track Application (FTA 06-21);
3. One (1) copy of the North Carolina Secretary of State Corporation Information;
4. One (1) original and one (1) copy of the Flow Tracking/Acceptance for Sewer Extension
Applications (FTSE 10-18);
5. Two (2) copies of the USGS Topographic Map with project area identified,
6. Two (2) copies of the Aerial Map with project area identified;
7. Two (2) copies of the site Wastewater Narrative,
8. Two (2) copy of CPCN Docket W-1160;
9. Two (2) copies of the power outage report from Dominion.
Please do not hesitate to contact us at 252.491.8147 should you have any questions and/or
concerns. Thank you for your attention to this project.
Sincerely,
Quible &Associates, P.C.
Cathleen M. Saunders, P.E.
Encl: as stated

RECENEDNCDENR/DWR
MAR 2 2022 State of North Carolina
DWRDepartment of Environmental Quality
Water Quality Division of Water Resources
Regional Operations S. i"T TRACK SEWER SYSTEM EXTENSION APPLICATION
•Division of Water Resources W1 P] ? � i R FORM:FTA 06-21&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(Gravity Sewer&Pump Stations/Force Mains)and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T.15A NCAC 02T.0300,Division policies,and good engineerinu 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 immediately 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):
➢ Projects that do not meet any part of the minimum design criteria(MDC)documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPs)or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g.force mains);
➢ Vacuum sewer systems.
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(second copy may be digital)of Application and Supporting Documents
El Required unless otherwise noted.Signatures on original must be"wet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description(Required for All Application Packages):
El 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.
➢ Include the permit number/status of any other required sewer permits(downstream/upstream)
➢ If necessary for clarity,include attachments to the application form.
C. Application Fee(All New and Modification Application Packages):
® Submit a check or money order in the amount of$480.00,dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track Application(Required for All Application Packages,Form FTA 05-21):
® 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 I.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 06-21 &SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form(Form:FTSE 04-16)(If Applicable):
N 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):
N Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components(gravity sewer,pump stations,&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
N Include an aerial location map showing general project area(such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or items to be modified(the application form itself should include only include items to be added/modified).The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
CO 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):
N 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/Proverty Owners'Associations
❑ Per 15A NCAC 02T.0115(c),submit the properly executed Operational Agreement(FORM:HOA).
❑ 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:DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM:FTA 05-21 &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 28778-8211 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 28301-5095 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 3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27609 Granville, Halifax,Johnston, Lee, Nash,
[phone] Northampton, Orange, Person, Vance,Wake,
[phone] Fax Warren, Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, 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, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga,Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM:FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number:WSW 4 7(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: KDH WWTP,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 Member
4. Applicant's mailing address: P.O.Box 3629
City:Kill Devil Hills State:NC Zip: 27948-
5. Applicant's contact information:
Phone number:[phone] Email Address: eddiegoodrich(a,villagerealtvobx.com
II. PROJECT INFORMATION:
1. Project name:Drive-Thru Restaurant 1208 S.Croatan Hwy
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number:WQ00 and issued date:
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number:WQ00
3. County where project is located:Dare
4. Approximate Coordinates(Decimal Degrees): Latitude: 36.0030° Longitude:-75.6555°
5. Parcel ID(if applicable): 004331000(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Cathleen M. Saunders,P.E. License Number:043652
Firm:Ouible&Associates,P.C.
Mailing address:P.O.Drawer 870
City:Kitty Hawk State:NC Zip:27949-
Phone number:[phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: KDHWWTP Permit Number: WQ0002829
Owner Name:KDHWWTP,LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ
2. Downstream(Receiving)Sewer Information: 6 inch El Gravity El Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):KDHWWTP,LLC
FORM:FTA 06-21 Page 1 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 El No El 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 HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
❑Residential(Individually 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: %Domestic 100%Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ®No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a'b No.of Units Flow
Employees 25 gal/employee 8 200 GPD
Seats 20 gal/seat 60 1,200 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gall GPD
Total 1,400 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: 1,400 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 06-21 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
6 320 D.I.P.
➢ Section II&Ill 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: DRIVE-THRU PUMP STATION
2. Approximate Coordinates(Decimal Degrees): Latitude: 36.0030° Longitude:-75.6555°
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.0014 millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 50 gallons per minute(GPM)at 42 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
2 33 PVC
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ®Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or El Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
® Portable power source with manual activation,quick-connection receptacle and telemetry-
*PROPOSED STATION TO BE OPERATED AND MAINTAINED BY KDIIWWTP,LLC.PORTABLE POWER SOURCE SHALL MEET OR
or EXCEED THE POWER RELIABILITY PLAN ON FILE WITH NCDEQ FOR THE EXISTING PUMP STATION TO BE REMOVED.
El Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM:FTA 06-21 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200&15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? ®Yes ❑No
15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
2Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
2Water 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,and associated wetlands. 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 associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 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
➢ If noncompliance with 02T.0305(f)or(g),see Section X.1 of this application
*15A NCAC 02T.0305(a)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes ❑No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
D. No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ®Yes Basin name:Pasauotank ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ®Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System-Wide Collection permit.
FORM:FTA 06-21 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 Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
0 Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
I, ,attest that this application for
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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,
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.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal,signature,and date:
}
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, v�()/��� F- DO.�,/ ,attest that this application for
(Signature Authofity Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application 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. I 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.
T(--
Signature: 4 Datc: /z2z
FORM: FTA 06-21 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the.Ecrrniltin of Pump Stations
and Force Mains(latest vcrstoni,and the Gravit. Sewer Minimum Design Criteria(latest yer'ion►as applicable?
raYes ❑No
If no, for projects requiring a single variance. conipleic and submit the Variance/Alternative Design Request application
(VADC 10 14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit,and projects requiring a variance approval may be subject to longer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical reties is required.
2. Professional I, Engineer's Certification:
C rN ` lM. OMD€ .attest that this apphcalion for DIZNe"-TtfY& ,� 114
O
(Prafcssroral hngineer's name from Application Item III I.- !Project Name from Applrcation Item II.I 1
I2-Oil S. c2.c4-rl°lq Hw`f
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.
Minimum Destan Criteria for(jr;ivi(y Sewers jlate and the Mintntum Doom C'rilt'na fiir IhL r.r Ti ackferntitliag
of ruitlp Stations and Fr trt•r Mains r 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 r't General Statutes 143.215.f6A 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.Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria.may subject
the North Carolina-licensed Professional Engineer to referral to the licensing hoard. (21 NCAC 56.0701)
'',,,ti,, /
,
North Carolina Professional Engineer's seal,signature,and dater �•`* \A CARD ,'',
e-`0 0
FASS/0", 2%�
( . r .237) 3,
3_ Applicant's Certification per ISA NCAC 02T.0106(h)
1, C5-
/'-J/1i,e 6G() ?.,attest that this application for 1,1tWelike0 genirliartkir-
(Signaiurc Authohiy Name trim Appticauon Item 1 %) (Pi-tiled Name Gum Appitcation Item II.I)
12cS, s. C C TrnJ .11WY
attest that this application Gas been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that if all required parts of this application arc 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 he violated. i also understand that if all required parts of this application
package arc 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, rcprtsentation, 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.
Signature: 15:—__-- ' `e - Date: Az4
-'
FORM. FTA 06-21 Page 5 of 5

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document
Online • Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual
Report form • Print an Amended a Annual Report form
Limited Liability Company
Legal Name
KDHWWTP, L.L.C.
Information
Sosid: 0593890
Status: Current-Active O
Date Formed: 6/11/2001
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Gaw, John G., Jr
Addresses
Principal Office Reg Office Reg Mailing
111 E Baltic Street 111 E Baltic Street PO Box 3629
Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948-3629
Mailing
PO Box 3629
Kill Devil Hills, NC 27948
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

Member Manager/Member Member
John W Dixon George E. Goodrich David W. Hoyle
PO Box 1327 PO Box 3629 PO Box 2494
Nags Head NC 27959-0000 Kill Devil Hills NC 27948 Gastonia NC 28053
A

ClDepartment of EnvironmentaofNorth Quality arolina
1141? Division of Water Resources
State
Dlvlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: KDHWWTP, LLC
Project Name for which flow is being requested: Drive-Thru Restaurant 1208 S. Croatan
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed 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
All flows are in MGD
c. WWTP facility's permitted flow 0.66000
d. Estimated obligated flow not yet tributary to the WWTP 0.215890
e. WWTP facility's actual avg. flow 0.232124
f. Total flow for this specific request 0.001400
g. Total actual and obligated flows to the facility 0.449414
h. Percent of permitted flow used 68.1
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 WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
n/a
* The Firm Capacity(design flow)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,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
***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<O.
Downstream Facility Name(Sewer): KDHWWTP, LLC
Downstream Permit Number: WQ0002829
Page 1 of 6
FTSE 10-18

III. Certification Statement:
gCe fy to the best of my knowledge that the addition of
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 certifies that the receiving collection system or treatment
works has ad uate capacity to transpo and treat the proposed new wastewater.
?J.?) [ 25 - z
.�'
SigningO rcialg
Si nature Date
ffl5
Title of Signing Off cial
Page 2 of 6
FTSE 10-18

/ .. _-..'..i ",.. : "1 .7-•••.-`•\ /
1208 S /
CROATAN HIGHWAY 'I., Legend
DRIVE THROUGH RESTURANT USGS TOPO Iwk I' /
3, •a. Y Iiet rp I•.ca
N Y
'^ r
h.
Bar
Hawk
%MY r .
[-q• i V
1..
6,,,,,,e U
F omf � ',90 n. \�
k
l,-\„(� \.A Cps , I .:
A.l Blob L t `p �, ci 1,.
i/
_ `--- a/ /S/aka I. h���•!�+ ,1, ` p h4�fM4 r i
•
0.0
\ / o//?. � `6i4 / it).5
CO
1ti goon iSi :.w _ _:".:_ i
y a/a
/ -----....'--------....„.....„...........„,_,„cp _
I44. =- 1208 g ♦ natal Gft
40E, 1•44iii c
Q.. t _ ,.
W c.
1�;8 /
gNNs p ,��f
M ,.
c�_
Q CO " ,
n ,
e
r\ CI) /1 •
7 :4
11"'1
r
1
I
70 • i
,, \\. 1 (I)
q' O p v1 Oil Q Quible SINC£ '959
A.
AA \ & Associates,P.C. O�//�
r'J 2'I G70!fI? ENGINEERING • CONSULTING ' PLANNING I�J ''�"� 4,7
\i ENVIRONMENTAL SCIENCES • SURVEYING V VV
:f f..'..=I is.©2('' r rraMetflc'SQ Phone: [phone] n
Fax: (252) uIb-814lec oI6 C
��
G= rJ C1,I l:l. �,U.,.Pkly,PIS\ J_,C.G Web: uib"Q
!ill i / -.... elf � -

1 ' • la, 71 _
:-. _ :' 1111F1171r ,
1208 S CROATAN HIGHWAY it ' - ':-,i6*-:! ,:. ji -. I -- 13=1.,- . Legend
-
-'. \ -. ..t ..''' .,
DRIVE THROUGH RESTURANT AERIAL 4- -el; - - .. ..- ,. 1. -TiiTt-. RR , , -1,... ---_-;, --,•-k, -,„.- :A, -
- A - - -A •t ---
. ,
--Ispr
d , A- o ...-,-
_ . .-
,„,..-' - .. t'-- - pD 410 - . --4tz— i,'' i
I
1 '. •
' "'• b` ' ) II'Iti- • ' . • —
• -
4 k
a - : ,111; ' 1 • 1 * ___,
" , 1 1. II: '• w1“:"'`-
' 111•11\Nt ‘,. - It*,1 "AI
'
• 0 '4t4.00,M., . .4.,' - '. IP 41 - -',a2k .... .\4'14 ; ---" .I• , " -- •4 ti. ik d. rzottrW 1].: ,.;. • se. , -- • li—P
44,' ' '. .4' Iv . `11" `\ ' ' -f•!,%•• ‘ ..‘ - la 1 '''11•4
i .
w ' -lir' I f,#,,,%; ,; •, ,-a's x' -' _ .
. •• •••••• . '40. , _. 44" ,-
r".-/-.1' %11',' 411r- -
' 1.,,, * 06...ic,;* '• ..1- "- .--'," -.1-._ 1---1.----- ' = ' 1,.': - -,_-
--ie- "...; ok ,f*x,
' x
4P '...t. '''s •-• 0,,,- ',,==. Cl) = -.-• )II ,
- ., -* - 411, -..- • , 1 ' i- ....
- — „ • a ' ,7144
4 '
170 -,''' 7. ' c' .. .4", ' ' - 1
- ‘'-, L:'...... I ::(6 --7,1 ,..1:-.1
. ,
\.!I ' ':. _ .,- • - - '''. -
"Olijoio'.0k1 '3: ri .,
. ..
0 , i . .
7 ',dr: (D NCS
'It' 1 I - .\. .
,,s:
.4002:.. .
.. I, __ .. _„=......._.,. ,.....,.„ .,..4
_ _
, .
1 ....._____
,,.. ......., _
1; t . I , . It 4.
s . ,
7i =.4t,•‘'
1 - illi •ft ''' _
,Kme• .. '4.; ''' _,----
: 1-1- •
; —
_1' ,,, 1 ' Z • '' ilit.; ' 1.1••.....0.;••••••' _ I =. , My 'pp#1/2 •100%, „.t kr ,,_,
.„ S., ,
. `•,: 0
1 ' - ..1 4•1*. ',...ti I ' - v••' ."'.
-
- ,•• ' ,.... V` an. I:.•_ 414 Aft Cis
IP *11 t # I' ' c
1, ' I * —
' 1208 S.iqroata,--i Y / - " • 1 _
_ •••••••
- <....ye'lr------1.:>) '*,
1 •- "P weifilt4.< f-
a= . I,.___ ............ „.., ,
. - (D or _C i
......P>._ ,', ' ic, * ge% i '•:-.....
-*---- 4.aL: --4,.." '? %. ., -, .• -----1 i
- 4 441 1' -•
. . , ,
. sa.. —--. -
... , -- _
...1'44-its-r. 0 Ndfritt. lip , ,k , _ t •• .., It.. ir
- - - : ' - '
4,,, •0, 2....•.` 4 '''' j .. L---------- ' .A.Ics. .. IR. - , ..__
=-,0. -10... t,-- ,A*41) • . . . ,..,,,,--.L-2
. b,... .. .:. .1_4W .,
' J • ' 2, ,- - - ..,
- - --=, - - ,..= it
: -_ '''''1/4 - Oil
ti,_ . ....15-1t. I -';'''. .10‘e • a. - • -.4 =',•--- - ' nn .1....4Lik., ,, ' - •
-
(ntele.
It--
;
,/,Air- ' '`• '-:
0
-' -' ', -4 , . -‘ - -----, '5--Apie '.. ‘ . .--. .....
' •
_14 0'.. ._, ,,- ,k,-; _,,,a,.__, —
oi st 0
.2.1-k,-(, - ,,,.,, - - • • ----- -• r * rain LI* -4",011k,
." 111;4''- ' 'r . 1,i ..te ____
Z 0--
CO it a, .4*kiSti ; - ' - . - I
. . ,... , ., ...=--- ...
:O.
41° ' - CO lir - ..g, ,:, .0 ..z_.-
- - * : .... t .• .' ‘,..z% . _
'4--
---''') lipi,,,c ' ,‘;:411kk -(?). g) _,:.?1I'lltr 1116' • ,,,,,t,..,-, i • .. . .,, ,.....
-1-----
* -
1)1;i
CO
--'
-5
LID
- o f Alt A - • ---, , -
•
=
' - ' - '
— 4
11 - 4 ,.
, 414z,
, .._,. ..
-iit.. ,Ipee , .,..: 1-.. ..,_..
- .
. .
Go-ogle Earth _ - ,, 1 rqr , :f '11
' ' k^^,^..,
7 .., t...4
i r . ,,
• ,• _, ,../..•
- •
• . . -,
20'2 -,..,,r . ,-= al
- t
' ji --‘ —klim a" '1040F1' ' • ''' 0
_ .

Sewer System Extension Narrative
Drive-Thru Restaurant
March 17, 2022
General
MPF Investment Company, LP (Owner) is proposing to construct a 2,500 sq. ft. drive-thru
restaurant located at 1208 S, Croatan Highway, Kill Devil Hills, Dare County. The proposed
restaurant construction will include sixty (60) seats and eight (8) employees and is proposed to
connect into the existing offsite sanitary sewer collection system operated by KDHWWTP,LLC.
The wastewater generated from the operation and use of the restaurant will be collected and
conveyed via gravity to the proposed onsite wastewater pump station. The pump station will be
taken over and maintained by KDHWWTP, LLC after install. Effluent from this private station will
be conveyed by a proposed 2-inch forcemain to the existing 2" forcemain that already serves
the site. This pump station will replace the existing pump station already at this address. The
existing pump reliability plan on file for the existing pump station will remain in place.
Origin of Wastewater
The origin of the wastewater includes facilities within the drive-thru restaurant. The proposed
total flow generated by this project is calculated as follows:
8 employees @20 gpd/employee = 200 GPD
60 seats @ 25 GPD/seat (per 15A NCAC 02T.0114 ) = 1,200 GPD
Total Flow = 1,400 GPD
Private Pump Station
The proposed pump station will include a 4-ft diameter wet well with over 2 hours of storage
above the pump-on activation level. Dominion records indicate the longest outage (other than
hurricanes and major events) within the last three years was 1 hour and 56 minutes due to a
vehicle accident. A Liberty package pumpstation layout (D3672LSG202A) is proposed. Dosing
times will occur at a time interval of 1.18 cycles/hour.
The station will be operated and maintained by an ongoing contract management by
KDHWWTP, LLC. Their operator will provide back-up power to the proposed pump station. In
addition, historical power outage data for the area indicates an average outage of 24 minutes
between 2018-2021. The top of the pump station is set at elevation 8.9-ft, and is within flood
zone "X". The station and associated access is designed to be water tight due to the area. Both
the venting and control panel are proposed at a minimum elevation of 12-ft.
Downstream Adequacy
The proposed pump station forcemain will discharge into an existing forcemain and Quible &
Associates, P.C. has confirmed the adequacy of the discharge point of the downstream
forcemain. A downstream model analysis of the proposed system has been completed based
on information provided by the wastewater system owner/operator. The system has been
modelled with a discharge elevation of 17' at the WWTP and a psi of 15 at the mainline
connection. All pipe lengths have been provided by the owner/operator.
Wastewater Treatment
Flows from this development are directed to KDHWWTP. The proposed wastewater will be
treated at KDHWWTP, a WWTP owned by KDHWWTP,LLC and operated by Atlantic Sewage.
The existing WWTP is permitted under W00002829.
QUIBLE&ASSOCIATES, P.C.
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING
WWW.QUIBLE.COM

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1160, SUB 7
BEFORE THE NORTH CAROLINA UTILITIEi COMMISSION
KDHWVVTP. LLC
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AiVD 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 bare Trail
(3) Bath Enterprises JK's (Restaurant) — 1106 South Croatan Highway
(4) Outer Banks Brew Station (Restaurant) —600 South roatan Highway
(5) PITCO 1 Captain George's (Restaurant)—705 South roatarj Highway
(6)Atlantic Retreat, LLC (Hotel)— 1509 South Virginia Da•e Trail
(7) Tanya's Retreat LLC (Hotel)— 1901 South Virginia Date Trail
(8) Roy Parker(Retail)— 1208 South Croatan Highway
(9) Mexicali Brewz (Restaurant)— 1200 South Virginia Dare Trail
(10) Haroics (Salon)— 1314 South Croatan Highway—2,400
(11) Key Realty (Multifamily) — 1712 South Virginia Dare T it
(12) Port O'Cail, LTD (Multifamily)— 913 South Virginia Da Trail
(13) John and Suzanne Woolard(Restaurant/Retail)— 160 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, regulati ns,
and conditions now or hereafter lawful!r made
by the North Carolina Utilities Commission,
ISSUED BY ORDER OF THE COMMISSION.
This the 17`" day of July , 2008.
NORTH CAROLINA UTILITIES COMMISSION
l. .frlourc4
Gail L. Mount, Deputy Clerk

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 ptoximity 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 contigupus 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 ap lication due to the unique
circumstances in the service area. This same proce ure 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 erve. '
•
KDH posted a $150,000 bond in Docket No. VV-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 seing 26 customers in Dare
County, North Carolina and its record of service is satisfactory.
2. The service area covered is the area shovin 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 ngtificatidn.
6. KDH has entered 14 separate agreement in which it will be selling
capacity from its wastewater treatment plant at its Commision-a rove
$12.98pergallon pp d capacity fee of
per day. These 14 users will purchase la 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 pun-p stallions to serve their
establishments as well as piping to connect to the existing KOH 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 Nortfj 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 (1Hotel) — 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—600gpd
9
( ) Mexicali Brewz (Restaurant) — 1200 South Virgirna;Dare Trail — 3,120 gpd
(10) Haroics (Salon) — 1314 South Croatan Highway—&400 gpd
(11) Key Realty(Multifamily) — 1712 South Virginia Darist Trail —4680 gpd
(12) Port O'Call, LTD (Multifamily) — 913 South Virginia 1Dare Trail — 16,560 gpd
(13) John and Suzanne Woolard (Restaurant/Retail) 7 1601. South Virginia Dare
Trail — 13,500 gpd
(14) C&S Realty (Hotel) — 1801 North Virginia Dare Traii — 12,820 gpd
(15) Satellite Fire Station —2011 South Croatan Highway—516 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 q f the opinion that the bond
previously posted in Docket No. W-1160, Sub 5, should I be accepted as covering the
notification in this docket, and that the notification to rovide' sewer service to the
additional 15 customers shown in this notification and li ted 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 notificationh and is hereby accepted and
approved.
2. That the contiguous extension of sewer utilitj service from KDH's existin
service area to the 15 connections subject to this notifcaticpn is hereby recognized. 9
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 17`h day of July , 2008.
NORTH CAROLINA UTILITIES COMMISSION
Q,au L l .r 1OUn*
reon a08e< Gail L. Mount, Deputy Clerk
3
i

Exhibit C
FTSE Supporting Data for:
Service District Addition for Multiple Properties
KDHWWTP, LLC '`H�ARp
Kill Devil Hills, Dare County, NC ; " ,cy��ti
August 8,2020 '
*•_ ao :.
Prepared by: Michael W. Robinson P.E.
P.O. Box 2852,Kill Devil Hills,NC 27948 Q, :
252-255-8026 [e-mail] % !IN �•'���
iN.R `
l,,,,,
1. Flow Tracking/Acceptance for Sewer Extension Permit Application:
a. WWTP Facility Name: KDHWWTP,LLC
b. WWTP Facility's Permit Number: WQ0002829(July 14,2017)
c. WWTP Facility's Permitted Flow: 660,000 gpd (0.66000 MGD)
d. Estimated Obligated Flow Not Yet Tributary to WWTP:
Reference Sheet 1 through 3, attached and on service district map dated 08-08-20
Account Design flow
1. Kill Devil Hills Fire Station 510 gpd
2. Wilbur Wright Associates (Reserve) 7,680 gpd
3. C&S Realty, Days Inn Mariner(Reserve) 10,000 gpd
4. Atlantic Retreat LLC(Outer Banks Motor Lodge) 12,500 gpd
5. Western Sizzlin/Parrot Bay 13,500 gpd
6. Port O'Call LTD,Kitty Hawk Lodge Tract(reserve) 7,920 gpd
7. Port O'Call LTD, Kitty Hawk Lodge Tract(Lots) 2,160 gpd
8. Ocean View Baptist Church 3,000 gpd
9. Jennifer McCoy, DBA Bob's Grill 4,800 gpd
10. Golasa Holdings, LLC, 4,000 gpd
11. Sunnyside Up Marketing, Inc. 3,200 gpd
12. Ulysses N. Kiousis , 106 E. Atlantic Street 360 gpd
13. Michael E. Crutchfield , 1717 S. Memorial Blvd. 1,680 gpd
14. Water Oak Residential, LLC—Water Oak Phase 1 16,320 gpd
15. Ju Yang and Da An , 1203 S. Va. Dare Trail 3,240 gpd
16. Ken Kies 3,720 gpd
17. 1505 N. Va. Dare Trai-Ocean Estates 3,360 gpd
18. 1507 N. Va. Dare Trail-OBX Destinations 3,000 gpd
19. 1207 S.Va.Dare Trail -SAGA 3,240 gpd
20. 1209 S.Va.Dare Trail -SAGA 3,240 gpd
21. 1213 S. Va.Dare Trail - SAGA 3,960 gpd
22. Bermuda Bay * 93,900 gpd
(*See service district map update and sheet 2 attached for section breakdown)
Total Estimated Obligated Flow not yet Tributary to WWTP—205,290 gpd

d-1. Current Unconfirmed Reservations:
1. ON Trading/Dairy Queen Design Flow Reserved= 15,000 gpd
Total= 15,000 gpd
d-2. Total Estimated Obligated Flow not yet Tributary to WWTP and Unconfirmed
Reservations (d +dl) =220,290 gpd
e. WWTP facility's actual average flow:
Measured flow from DMR reporting sheets for 2019 provided by Envirotech(attached). Flows
records taken from plant master meter daily readings.
Average Daily flow by Month:
January 2019— 116,290 gpd
February 2019— 130,500 gpd
March 2019— 140,936 gpd
April 2019—207,700 gpd
May 2019—207,710 gpd
June 2019—266,900 gpd
July 2019—322,556 gpd (peak monthly average)
August 2019—319,129 gpd
September 2019—228,367 gpd
October 2019—200,742 gpd
November 2019— 149,100 gpd
December 2019— 134,613 gpd
WWTP facility's average flow for 12 month period (2019)=202,045 gpd
(WWTP facility's average,flow for 12 month period(2018) — 193,567 gpd)
WWTP facility's peak monthly average flow(July 2019)=322,556 gpd
(WWTP facility's peak monthly average flow (July 2018) =337,839 gpd)
f.Total Flow For This Specific Request:
f.1 Harris Teeter Properties Fuel#175,Kill Devil Hills - 1,000 gpd
f.2 Swell Brewery, 1083 S. Va. Dare Trail - 1,420 gpd
Total Flow For This Specific Request; 2,420 gpd

2. Flow Tracking/Acceptance for Sewer Extension Permit Application
FLOW TRACKING SUMMARY
Calculations using yearly average flows for 2019
a. WWTP FACILITY NAME: KDHWWTP,LLC
b. WWTP FACILITY'S PERMIT NUMBER: WQ0002829
c. WWTP FACILITY'S PERMI FEED FLOW: 660,000 gpd(0.50000 MGD)
d. ESTIMATED OBLIGATED FLOW NOT YET TRIBUTARY TO WWTP: 220,290 gpd
e. WWTP FACILITY'S ACTUAL AVERAGE FLOW: 202,045 gpd
f. TOTAL FLOW FOR THIS SPECIFIC REQUEST: 2,420 gpd
g. TOTAL ACTUAL AND OBLIGATED FLOWS TO THIS FACILITY: 424,755 gpd
h. PERCENTAGE OF PERMITTED FLOW USED: 64.4%
FLOW TRACKING SUMMARY
Calculations using peak monthly flow for 2019
a_ WWTP FACILITY NAME: KDHWWTP,LLC
b. WWTP FACILITY'S PERMIT NUMBER: WQ0002829
c. WWTP FACILITY'S PERMITTED FLOW: 660,000 gpd (0.50000 MGD)
d. ESTIMATED OBLIGATED FLOW NOT YET TRIBUTARY TO WWTP: 220,290 gpd
e. WWTP FACILITY'S ACTUAL AVERAGE FLOW: 322,556 gpd
f. TOTAL FLOW FOR THIS SPECIFIC REQUEST: 2,420 gpd
g. TOTAL ACTUAL AND OBLIGATED FLOWS TO THIS FACILITY: 545,266 gpd
h. PERCENTAGE OF PERMI ITED FLOW USED: 82.6%

SEWER UTILJTY DISTRICT COMMITMENTS NOT TRIBUTARY
TO SYSTEM ON JANUARY 01, 2020
ACCOUNT ID RC
PROPERTY OWNER/CONTACT Pu� STATUS NOTES
KILL OEW.NUS/NAGS HEAD TOW OF KU.DEAR HILLS1 PO)
ADDED TO DISTRICT BOXT0 PROPOSED FIRE STATION ICU � 27948 51 O /18 Sub 7 PROPvs£7)ETRE STATION
2011 SOUTH CROATAN HIGHWAY 1f11
I KILL DEW HILLS,NC 27948
2009-3 WILBUR MIGHT ASSOCIATES, NCADDED TO DIST►tlCT TOTAL CAP ESE
TY RIMMED
ETQSTINc HOTEL WILBUR MIGHT ASSOCIATES NCCIA77,68E 07/18/2008 15.365 OPD
201 NORTH VIR UM DARE TRAIL 201 NORTH VIRGIN IA DARE TRAIL RESERVED SEE NOTES 06-IS-IS 1aa!OFI asaalTLY
KILL DEVIL HILLS NC 27948 KILL DEW HILLS. NC 27948 CAPAOTY W-1185 Sub 7 RF■.tOOoaMm
2009-4 AS REALTY.DAYS NA -UARAER CRS REALTY DAYS PIN- MARINER ADDED TO DISTRICT TOTAL CAPACITY RESERVED
1801 NORTH 1ARO9BA DIRE TRAIL 1801 NORTH VI GINIA DARE TRAIL 10,00E 07/T8/2008 - 12.820 GPD
KILL DEVIL H IUS, NC 27948 TOLL DEVIL HILLS. NC 27948 RESERVED SEE_NOTES 0 -15-15 2,119 CPI b 9
CAPACITY 11114150, 9.b 7 NY.11002141110
OUTER BANKS MOTOR LODGE ATLANTIC RETREAT LLC ADDED 1O DISTRICT
POLO 009T1NC HOTEL OUTER BANKS MOTOR LODGE
1611 SOUTH VIANNIA DARE TRAIL 1509SOUTH GIIA DARE IRBAL 12,50E W-1/18/1008 Sub 7 EXYSTTNG BUSINESS
KILL DEN.HLLS,NC 2794e _
MP904.LLC AND MEW&LLC eWP80.y L1.0 AND RPM LLC ADDED TO DISTRICT
TIESTEfN WWI/PARROT BAY EASING BUSINESS
P011 804 SOUTH CROATIA HIGHWAY 804 SOUTH CROATAN HIGHWAY 1 3.500 07/18/2008 PROPOSED EXPANSION
KILL DEVIL HILLS NC 27948 LOLL DEVIL NILS,NC 27948 W-1180, Sub 7
P�3
O PORT o'CALI LTD(Rwr.) PORT OCALE LID ADDED TO OISIRICT
KITTY HAWK I ITIVW TRACT IOm HANK LODGE TRACT 7,920 07/18/2006 RESERVE CAPACITY
913 SOUTH MRGINIA DARE TRAL P.O.BOX 1309 ' W-1180,Sub 7
MU.DEVIL HLA9.NC 27948 IDLL DEAL HLLS,NC 27948
2013-2 PORT A L OME KITTY Wai PORT
ALLLOD LTD
TRACT - ADDED TO DISTRICT TOTAL CAPACITY AKITTY HANK RESERVED
1113 SOUTH VIROWA DARE TRAIL P.Q.90X 1309 2,160 07160.Sub
`'O A "O1
KILL DEVIL HILLS.NC 27948 LOLL DEVIL HILLS,NC 27948 1 W-11BQ Sub 7 WI.MOM
OCEAN VIEW BAPTIST CHURCH, INC. OCEAN NEW BAPTIST CHURCH.NC. �DT�C► DOSING
Polo 902 SOUTH VIRGIINIA DARE TRAIL 902 SOUTH WHAM DARE TRA. 3,00E CHURCH
KILL DEVIL HILLS.NC 27948 IOU.OVAL HILLS. NC 27948 W-1180,Sub 9
Lot 9-1
8
FER McCOY,DRA BOB'SGRILL. ,ENNNFER McCOT, MA BOWS GRILL 4 A��
STRICT
.0 POSTING RESTAURANT
,B00
1219 S CROATAN HIGHWAY 1219 S.CROATAN HORNY W-1180.Sub 37 NNED ENT DATED 10-014-17
2019-1 101 E. ATLANTIC STREET AND 101 E. ATLANTIC STREET AND ADDED TO DISTRICT
1313 S.CROATAN HIGHWAY 1313 S.CROATNI HIGHWAY 4,000 01/23/2019 PROPOSED RESTNJ ANT
00LASA HOIDBKIS, LLC OOLASA HOI.OTIA,S, LLC W-1180,SA 38 Ao1moIT 0A1T9 asap-te
2019-1
SUNNI'S:DE UP 1225 S. VIRGIINIA DARE TRAIL 1225 s.WRO9 A DARE TRAIL 3,200 ICE UP idARKE100.WC. ADM)
EXISTING RESTAURANT
STACK EM HIGH RESTAURANT STACK EM HIGH RESTAURANT W-1180,Sub 39 AMBIENT DAIT 05-11-1e
2019-1 r—
STRICT
ULYSSNS N. 100U515 ULYSSES N.KI0USS ADDED TO
EXISTING DVIIFLUIO
106 E. ATLANTIC STREET 108 C. ATLANTIC STREET 360 9-1180,Sub 40 A9R�IT wlra�-a-I5
,HICHAEL E.CRUTEIIFIELD MICHAEL S.CRUTCHFIE D ADDED 12/1TO PROPOSED RESIOOICE
1717 S. MEMORIAL BOULEVARD 1717 S. MEMORIAL BOULEVARD 1,680 W-11BO,Sub 41 IT DADA a
LOTS 156,167 AND 156. OCEAN ACRES LOTS 156, 157 AND 158.OCEAN ACRES
2018-4 WATER OAK RESIDENDAL LLC ADDITION TO DISTRICT 3a�1 T�EI'11W.
WATER OAK SUBDIVISION WATER OAK RESIDENTIAL.
„LLC 16.32E 05/13/2019
PRASE 1 - 34 LOTS WATER OAK SUBDIVISION -PHASE 1 w-THEE,Sub 34 ArAaaort NIA1En a-arty
LOTS 14-27 and 51-70
'1019-4 r 3U YANG AND DA AN
JU YANG AND DA AN 1203 S VIRGMNA DARE TRAL ADDITION TO DISTRICT PRIED RESIDENCE
1203 S VIRGINIA DARE TRAIL LOT 2.BLOCK 5. NSA 1, aLL DEVIL Nuts 3.240 03/12/2019 ADA1D761T,A,Ea o�v-te
LOT 2, BLOCK 5, SECT. 1, KILL DEVIL HITSW-1180.Sub 43
KEN KIES 18N KES ADDITION TO DISTRICT
SOS S. VIRGIBA DARE TRAIL PROPOSED RESIDENCE
8100 Rankin Park Rd 3,720 07/19/2019 AH3meleT 01. w
EVIL NILESARCEL 1. BLOCK 1. SECT. 1,KILL DM Mc Loan,VA 22101 W-1160,Sub 44
20n9 3 OCEAN ESTATES.LLC OCEAN ESTATES. LLC 1 ADDITION TO DISTRICT PROPOSED RESIDENCE
N.VIRC A IA DARE TRAIL 905 N.VIRGNIA DARE TRAIL 3,360 09/23/2019
LOT 19. BLOCK A. SECT. 1.CROATAN SHORES KILL DEVIL HILLS NC 27948 W-1180,Sub 50 A01111BR DA1ED 0.1-L:t1/
21719-5 08X DESTINAIIILVS(LC --I C6X DESTINATIONS. LLC ADDITION TO DISTRICT
fk RESCENCE
1507 N. VIRGINIA DARE TRAL 005 N. VBHiNIA DARE TRAIL 3,000 09/23/2019 mauloPROPOSED —
LOT 18,BLOCK A. SECT 1, CROATAN SHORES TECH.DEVIL HILLS,NC 27948 W-1160.Sub 50 rt DATED��y
2019-
120i VIRGINI� SAGA CCEIS'RUC110N,INC 3 2� � 9 014 TO T PROPOSED RESIDENCE
LOT 4. BLOCK S.SECT. 1,ILL DEVIL HILLS P.O. BOX 9Q KILL DEVIL MRCS MC W-1160,Sub 51 CASED of-a3-15
9-8 SAGA CONSTRUCTION
1209 S.VRCI9A DARE TRAIL �� .NC ADDITION TO DISTRICT PROPOSED RESIDENCE
LOT S, BLOCK 5.SECT. 1. TOLL DEVIL HILLS P.O. BOX 90,TOLL DEVIL HILLS, NC 3,240 09/23/2019 A(AFAOIT DATED 04.02-19
W-1I90,Sub 51
2019-5 SAGA CONSTRUCTION AOdTION TO DISTRICT -- - -
1213 S. VIRGINIA DARE TRAIL SAGA CONSTRUCTION,NC 3,960 09/23/2019 PROPOSED RESI:C
DEVIL I
LOT 8 AND PT. LOT 7,BLOCK 5, P.O. BOX 90.KILL DIL SILLS. NC W-1180.51b 51 '1T�� -W
SECT. 1.TOLL DEVIL HILLS
SHEET I FOTAL — 111,390 GPD

BER...iUDA BAY TRIBUTARY AND NON-TRIBUTARY CON IBUT1ON
BERMUDA
TO SYSTTEM ON JANUARY 01, 2020
DGf itr:'8WA BAY DESIGN FLOW JANUARY 01. 2020 TRIBUTARY FLOW FLOW COMMITMENT
SECTION 100 (HAMILTON CAY)
88 3 BEDROOM UNITS O 360 GPO = 23.760 GPO 7,200 gpd N/A""
B8 2 BEDROOM UNITS 0 240 GPD - 15.840 GPD
TOTAL SECTION 100 - 39.600 GPO
SECTION 200—A (SOUTHHAMPTON MEWS)
56 3 BEDROOM UNITS 0 360 GPO = 20.180 GPD «
14 2 BEDROOM UNITS 0 240 GPD - 3.360 OPD 0 gpd N/A
TOTAL SECTION 200-A - 23,570 GPO
SECTION 200—B (DEVONSHIRE)
35 3 BEDROOM UNITS•380 GPO - 12.800 GPO
22 2 BEDROOM UNITS O 240 GPD - 5,280 GPD 17.680 gpd 0 gpd
TOTAL SECTION 200-B- 17,880 GPO
REFERENCE NCUC ORDER DOCKET W-1180, SUB 13
SECTION 300(CAMBRIDGE COVES
51 3 BEDROOM o 380 GPO = 18. GPO 19.320 gpd N/A""
49 2 BEDROOM UNITS O 240 GPD - 11,760 GPO
TOTAL SECTION 300 s 30.120 GPD
RECREATION AREAS
RECREATION CENTER - SECTION 3O0 = 1,500 GPO
RECREATION CENTER - SECTfON 100 - 1,500 GPD 1,500 gpd N/A
TOTAL RECREATION - 3,000 GPO
TOTAL. CAPACITY on 114.170 GPD
AMENDED PURCHASED CAPACITY PER AGREEMENT JUNE 2006 114,170 GPO
ORIGINAL PURCHASED CAPACITY PER AGREEMENT 7/13/07 - 118,400 GPO
SECTION 400 (SPRING ARBOR)
72 ASOSTED LAING BEDS AT 120 GPO/BED- 8,640 GPO
30 ADDITIONAL ASSISTED UMNG BEDS ADDED JANUARY, 2010 gpd 12.240 gpd 0 g
30 ASSISTED MANG BEDS AT 120 GPO/BED - 3.800 GPO Pd
TOTAL SECTION 400- 12,240 GPO
SECTION 500 (RUN HILL
12 I BEDROOM UNITSo 240 - 2.880 GPD 7.680 gpd 15.360 gpd
84 2 BEDROOM UNITS 0 240 GPD - 20.180 GPO
TOTAL SECTION 500- 23.040 GPO
TOWNE BANK — SECTION 100 (HAMILTON CAY) 10.800 gpd
REFERENCE NCUC ORDER DOCKET W-1180. SUB 13
NOW SAGA formerly REDUS/WELLS FARGO sec NOTES al ssr 8
APPLIES TO 100. 200A AND 300 ROHS
mew IIRREE FLOWD FROM ORIGINAL 7.740 gpd
REFERENCE HCUC ORDER DOCKET W-1180, SUB 13 WS R Jtm 4 POP
1 -
SAGA CONSTRUCTION INC. 80,000 gpd
BERMUDA BAY MAKEUP — SECTIONS-100. 200 AND 300 SEE NOTES 02-23-18
AGREEMENT DATED OCTOBER 18, 2017 AND 01-26-19
TOTAL BERMUDA BAY DESIGN FLOW TRIBUTARY TO SYSTEM 01-01-20 65,820 gpd
TOTAL BERMUDA BAY ADDITIONAL FLOW COMMITMENT (NON—TRIBUTARY) 93,900 gpd
N/A" DENOTES RESERVATIONS NEGATED BY NCUC ORDER DOCKET W-1160, SUB 13
SHEET 2

DESKIN ROW OF NON-TRIBUTARY COMMENTS ON JANUARY 01, 2020
(INCLUDING ABOVE NOTED PROPOSED ADDITIONS)
DESIGN FLOW OF NON-TRIBUTARY COMMITMENTS (SHEET 5) 111.390 GPD
DESIGN FLOW FROM BERMUDA BAY NON-TRIBUTARY TO SYSTEM (SHEET 5) 93.900 GPD
TOTAL DESIGN FLOW OF ALL NON-TRIBUTARY COMMITMENTS 205,290 GPD
PROPOSED ADD[17ONS TO SERA DISTRICT
PURCHASED
ACCOUNT ID PROPERTY OWNER/CONTACT CAPACITY STATUS I NOTES
HARRIS itt.Hut PROPERTIES FUEL 0 175 HARMS TEETER PROPERTIES. LLY I
2006 5. CROATAN HIGHWAY 2005 S. CROATAN HIGHWAY 1'DUO 0001 8174 DIS71507 + T DATED A,-20
KLL DEW.HILLS S EEL DEW.HILLS
SWELL IMAM LLC SMELL BREWING U.C/ALta WaOOTT 1,420 ' PROPOSED BREw7tY
1803 S. VRO IA DARE TRAIL 1003 S. VIRGINIA DARE TRAIL ADDRION TO DISTRICT ACflmID(T OA7tD 06-15.70
Ktl 0EVL NUS KILL OEW.HILLS I
DESIGN FLOW OF PROPOSED SERVICE DISTRICT ADDITIONS (ABOVE) 2.420 GPD
SHEET 3

Cathleen Saunders
From: [e-mail]
Sent: Wednesday,July 07, 2021 3:04 PM
To: Cathleen Saunders
Cc: [e-mail]
Subject: RE: 1208 S.Croatan Hwy Kill Devil Hills, NC
Good Afternoon Cathleen,
Over the last several months our Dominion Energy team has experienced a lot of personnel changes,and Clay is no
longer in our group. Please feel free to reach out directly to me in the future.
Here is the outage history for the referenced location.
OUTAGE DATE/TIME DURATION CAUSE
3/19/2021 10 : 38 MOMENTARY TRANSMISSION LINE OUTAGE
3/19/2021 10 : 27 MOMENTARY TRANSMISSION LINE OUTAGE
10/09/2020 18 : 24 1H 56M UEHICLE ACCIDENT
11/17/2019 14 : 11 MOMENTARY CONTAMINATION
10/15/2019 6 : 22 1H 2M LINE MATERIAL/EQUIP FAIL
10/13/2019 20 : 09 MOMENTARY CAUSE UNKNOWN
10/10/2019 2 : 49 MOMENTARY CAUSE UNKNOWN
9/13/2019 9 : 21 MOMENTARY VEHICLE ACCIDENT
9/05/2019 19 : 51 23H 5M WIND
9/06/2019 12 : 57 5H 59M WIND
9/06/2019 11 : 46 MOMENTARY WIND
8/19/2019 18 : 23 MOMENTARY LIGHTNING
8/19/2019 7 : 32 OH 43M BIRD OR ANIMAL
7/13/2019 17 : 24 MOMENTARY CAUSE UNKNOWN
7/08/2019 16 : 54 MOMENTARY LINE MATERIAL/EQUIP FAI '
10/12/2018 2 : 48 OH 57M TREE-LIUE ON LINE
7/30/2018 14 : 56 MOMENTARY CAUSE UNKNOWN
Thank you.
R. Josh Simpson
Customer Project Designer Ill
Power Delivery Group
1

Average Yearly Flow for: Facility name, Permit # KDHWWTP, LLC WQ0002825.
Jan.2021 161709.6774
Feb.2021 153357.1429
M a r.2021 175612.9032
Apr.2021 239633.3333
May2021 253838.7097
Jun 2021 353500
J u 12021 365516.129
Aug2021 333354.8387
Sept2021 266300
Oct2021 215419.3548
Nov2021 162633.3333
Dec2021 365516.129 * Entered July 2021 flc
253865.9626 Avg. Flow
Permitted Flow: 660,000
2021 % of Permitted Flow: 38.46453979
(< 80%/90% OK)