WQ0044254_Application (FTSE)_20230324

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esources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: ►N(t700 µ25 (to be compieted by DWR)
All Ileml must be completed or -the spipligation will be refu1nd
1. APPLICANT INFORMATION:
I. Applicant's name: McKee Homes 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: Pat McKee per 15A NCAC' 02T .0106 b
Title: Owner
4. Applicant's mailing address: 4208 Six Forks Road. Suite 810
City: Raleigh State: NC Zip: 27G09-
5. AppIicant's contact information:
Phone number. (9i 793-5237 Email Address: at mckeehomesna.com
Nre Dept "Environmental Quality
MAR 2 4 20? 1
IL PROJECT INFORMATION: Raleigh Re
I. Project name: by t
g1011al office
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: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude; 35-8829W Longitude: - 8. 853 °
5. Parcel ID (if applicable): 213240 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: barb Powell License Number: 044857
Firm: Rohl r E in erin NC PLL
Mailing address: 4130 ! e v—Suite 130
City: R lei h State: NC Zip: 27_ G12-`
Phone number: (212) 573-2Q Email Address: eyowellQbohlerrno enm
BHLER ENGINEERING NC, PLLC �7a I Z3
O1:3o PARKLAKE AVENUE, SUITE 130 Bank
nmcrica's Maal Convenient Bank'
RALEIGH, NC 27612
55-1361312
No. 6305
PAYq vU k�'`r4OC4 OLLARS AND bO j 1 t) ---' CENTS $ �go- 00
VOID AFTER 180 DAYS
)ER
)ER � lJ� //1

- INt Or knViro'"ental Quality
B HLER
BOHLER ENGINEERING NC, PLLC
NCDEQ Water Quality
1628 Mail Service Center
Raleigh, NC 27699
NCDEQ Water Quality.
MAR 2 4 ?03
4130 ParkLake Avenue, Suite 130
1g�1 regional Raleigh, NC 27612
�ffce PHONE [phone]
R£: Page Road Townhomes
4320 Page Road
Durham, NC 27560
Durham County
BE # NCR192122
Date: 3/812023
The included package is a submittal for the Page Road Townhomes for review and approval. The subject
site is located at 4320 Page Road in Durham, NC. Currently the site is undeveloped open field. The
proposed project is 48 Townhomes with accompanied parking, utilities, and stormwater system.
Specifically, the project has 169' of 6" PVC, and 85' of 6" DIP private sewer line running across the site
and connecting to a public sewer line consisting of 199' of 8" PVC and 663' of 8" DIP connecting to an
existing manhole. The total calculated wastewater amount flowing through the private system will be
2,160 GPD which includes the six homes. The total calculated wastewater amount flowing through the
public system will be 15,120 GPD which includes the remaining 42 homes on site. The total wastewater
amount for the total system will be 17,280 GPD. The site drains via gravity lines to the downstream
Stirrup Iron Creek pump station.
Included in this package is the following:
• Fast track Sewer System Extension Application
• Developer's Operational Agreement
• Corporation Documents
• Aerial Map of Site
• USGS Topo Map
• FTSE
• Application Fee
Should you have any questions regarding this project or require additional information, please do not
hesitate to contact me at [phone].
Sincerely,
4#W
Charlie Yowell, P.E.
Bohler Engineering NC PLLC
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS - ENVIRONMENTAL CONSULTANTS
• LANDSCAPE ARCHITECTS
W W W.BOHLEREN GINKERI NG.COM

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
i'Wlslon of Wafer Resources INSTRUCTIONS FOR 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 JL, N('A(: 02T and the Division's
Minimum Design Criteria (S;ravily Sew &1*u11 5lalious1Lgs Wim and that plans, specifications and supporting documents
have been prepared in accordance with M N -('.AC 22T. 114 NCA C 02 T.030,11. Division policies, and gaQ Sgai MrJnJM DritCtli:UL
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 N AL',Q2 r .005 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 [ LNC'AC' 02T.03O3.
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
® 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):
® 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 $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
J LQ9kJ: 1iTuti SecrctarM 2f5Wtr.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item H. l shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a Ng k C'aroli&
Lccm-d Ptpfc_"ionAl_I',11�Ci ICer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with I$A NCAC. 02T .�� I 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 I SA NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page I 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.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate kl S. 10-2 i S.b }.
D Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
19 Submit an 8.5-inch x I 1-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
® 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):
❑ Per I SA Y A C 02'1,0305# h 1{ 11 submit documentation of power reliability for pumping stations.
D This alternative is only available for average daily flows less than 15,000 gallons per day
D 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."
D 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 (Ali Application Packages for Privately -Owned Public Utilities):
❑ Per 15, E+1C'AC Q2T , L51ag Ii provide the Certificate of Public Convenience and Necessity from the Nartt� C t#t�3 UtjW#ss
('agthlisi�on 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 N urth CHM'C •s Cum ril i _ kM' Watozr and 5= VivisipAstating 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.
Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ o P w i i s
❑ Per ' 02T.01 3X91, submit the properly executed 0=60"I Atmcmcnt I I€}Al.
❑ Per 15A NCAC 02T A 115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
® Qgvclogcrsof lots to be sold
❑ Per 15A NCAC 021 .01 I SLhL submit the properly executed QM�rvj sgal Ai: cnicnt,tl'(]ItIN:1 EYtIIpYI.
For more information, visit the Division's collection systems wtfrx
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 APP [Apia~ RE610NAL
REGIONAL OFFICE
Aphq,djfIq 01aflionalorpoe
Water Quaflty Sect
a ettevOffice
LVater Quality Sectioa
ADDRESS
2090 US Highway 70
SwSwannanoa, North Carolina 28778-8211
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5095
[phone]
[phone] Fax
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Maoresvlile Rigional OTtice
610 E. Center Avenue
Alexander, Cabamus, Catawba, Cleveland,
YlfSer Qualls rSUGtfon
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh ca
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,
(919) 5714718 Fax
Warren, Wilson
lohlnaton Realarral office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowan, Craven,
r Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
(252) 946-Ml
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wll IniIt!Zn Realptial pffign
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
hfater.Qg4Iittr section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
ftrLs—ton-SAIeFa Region P.1 CA
450 W. Hanes Mill Road
Alamance, Alieghany, Ashe, Caswell, Davidson,
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
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Wvlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:.W Cr-> e1. zl y (m be complcted by dwR)
l t m d or the apiplicalion will be Wturned
1. APPLICANT INFORMATION:
1. Applicant's name: McKee Ilomes 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: Pat McKee per 15A NCAC 02T .0106tb1
Title: Owner
4. Applicant's mailing address: 4208 Six Forks Road, Suite 810 NC Dept Of Environmental Qualit
City: Raleigh State: NC Zip: 27609
5. Applicant's contact information:
Phone number: (2L9) 793-5237 Email Address: patAmckeehomesnc.com MAR 2 4 is i
H. PROJECT INFORMATION:
2.
3.
4.
5.
Project name:
Raleigh Regional Office
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
County where project is located: Durham
Approximate Coordinates (Decimal Degrees): Latitude: 25,889989° Longitude:-78.828537°
Parcel ID (if applicable): 213240 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Charlie Yowgll License Number: 044857
Firm: 13-ohlcr Engineering. NC. PLL
Mailing address: 4130 Parklake Ave, Suite 13
City: R-alciah State: NC Zip: 27612-�
Phone number: ffio 57�-M Email Address:
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Triangiq WWTP Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ KN N
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity D Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Name(s): Durham County
FORM: FTA 06-21 Page I 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 ® NIA
2. If the Applicant is a Developer of lots to be sold, has a D r ment I FORM; VL• V } been attached?
® Yes [:]No ❑ NIA
3. If the Applicant is a Home/Property Owners' Association, has an 110A P0A 0DUM6 rka l Agrecmc�rt ilk},j am# +►w and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/scrvice ❑ 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 % Industrial (See 15 A NC AV ZI ,01 bat 2%)
If Industrial, is there a Pretreatment Program in effect? C] Yes❑ No
6. Hasa flow reduction been approved under (5A NCAC 02'r _0114 F17 ❑ Yes ® No
➢ If veL proXide a copy of flow reduction approval WtIer withthis aRRUcation
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 01
No. of Units
Flow
3 bedroom residential unit
360 gal/Unit
6
2,160 GPD
gaU
GPD
gal/
GPD
gaU
GPD
gaU
GPD
gal/
GPD
Total
2,160 GPD
a See JJA NCAC 021 -0 11401, d). toz XjLML&D 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{r 5. 42A ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 021'.0114j shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2 M GPD (per J 5px.NCAC 021' .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& NI0 (GrA%j[ . Stir¢ :
1. Summarize gravity sewer to be pemfittcd:
Size (inches)
Length (feet)
Material
6
169
SDR-35
6
85
DIP
➢ Section Il & 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T.0305 & YIPC (P%mp Slatlans/Forcc Mai y
PROVIDE 'PARCOPY OF THIS PAGE FQR EACH PUMP STA110N INCLUDED [N THIS FR03F.CT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -�_
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
I —t— I
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I SA_N('AC i12T .0305ffij� 111
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - ISA 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 -
or
❑ 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.
D 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 timcframes, 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 separationslaltematives found in ' ® Yes ❑ No
15A NCAC 02TA305(A enntaine minimum ae-nik"timc thot chvll 1,,.., :.1..,1 r^ ..
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, IiQW, 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
,t uuawmpnoncewun see section X.l of this application
*.I M NCAC Q T.0�3! e1e1 contains alternatives where separations in 02T.0305t11 cannot be achieved. Please check "yes"
above if these alternatives arc used and provide narrative information to explain.
**Stream classifications can be identified using the Division's N1.5grilavcWat •r Cinjifica6uns kv b
2. Does this project comply with the minimum separation requirements for water mains? ® Yes []No ❑ NSA
➢ 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 ® NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's dmA sel aration LmJt trsWs for situations where separation cannot be met.
➢ 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: Lower Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAt.' 028 ,0200 ® Yes []No
➢ This includes Trout Buffered Streams per IAA NUAU 2B.0207
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 covcrage/authorization is required.
6. Does project comply with 15.A NU6C N' .0�OR � N 6 (additional permiWeertifications)? ® Yes [--]No
Per J5&.NCAC 02T-0L!_J cl(6J 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 N ACO21-0407 "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 permiltee's Individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I $A INCAC 02T, the Minimum Doitti ' iteria for flic Pennitling of Pump Stations
a�.VQrce Mains # West version) and the Grav6 wct Minimum Design Criteria tJttest versip as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance;'Altemative 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_aporoval of the hermit, 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 nortion of the prooect, the full technical review is r2quired.
2. Professional Engineer's Certification:
1, Charlie Yowell , attest that this application for Page Road Townhomes — Private
(Professional Engineer's name from Application Item Ill. t.) (Project Name from Application Item U. I }
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 forCr.vity Sewers {latest v!rsion , and the Minimum Dcsign Cnterta rvr the Fast-Track-Pcnnitli�
of Pump Swions and Force hjains (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 tine 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 Iicensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
„ .„.... ,
"1100
• �� SEAL( =
`�ql►� �Od4857 =
/26/23
1, Pat McKee , attest that this application for Page Road Townhomes - Private
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.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. l 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 143.215-66 and l4-. SJ, 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.
Signature: Date: J
FORM: FTA 06-21 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this r2l of
December . by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
McKee Homes, yLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WTTNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Durham_ County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as a T om (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, U101 , < el - L c,--•. e S 14 U L- LC (hereinafter
Association), a non= rofit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearlybudget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date)
Name of DE LOPER
B
(Signature)
Print Name and Title
%d, :�%
(Date)
FORM: DEV 03-19 Page 2 of 2

8/30/22, 5:49 PM
North Carolina Secretary of State Search Results
• 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
McKee Homes LLC
Information
Sosld: 1136266
Status: Current -Active
Date Formed: 2/12/201 C
Citizenship: Foreign
State of Incorporation: Dk
Annual Report Due Date: April , 5th
CurrentAnnual Report Status:
Registered Agent: COGENCY GLOBAL INC.
Addresses
Reg Office Reg Mailing
212 South Tryon Street Suite 1000 212 South Tryon Street Suite 1000
Charlotte, NC 28281 Charlotte, NC 28281
Mailing Principal Office
4208 Six Forks Rd Suite 810 4208 Six Forks Rd Suite 810
Raleigh, NC 27609 Raleigh, NC 27609
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Member
Michael McKee Patrick Joe McKee
2580 Hanford Lane 9405 Earpsboro Chamblee Rd
Aurora IL 60502 Wendell NC 27591
https:/ANww.sosne.gov/online_servicestsearchBusiness_Registration_Results 112

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DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: McKee Homes, LLC
Project Name for which flow is being requested: Page Road Townhomes - Private
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: _Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0026051
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
12
2.074
4.028
0.00216
6.104
50.9
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
StirrupIron
WQ0039913
6.50
(A)
(B)
(C)
(D)=(B-C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
2.60
1.197
0.580
1.777
0.823
* 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 < 0.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: W CS00038
Page l of 6
FTSE 10-18