WQ0044540_Application (FTSE)_20231024

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water 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 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 engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be 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
® 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 L2 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 II.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 Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
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 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: 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

NC Dept of Fnvu-omwm nt.al Q,i;ll wv
DW. Rl-�
Division of Water Resources
JUN 3 U 2020
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional Off,c, FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:(to be completed by DWRF
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1, Applicant's name: wing Crown Ranch, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public t-tility
❑ Federal ❑ StatelCount) ❑ Municipal ❑ Other
3. Signature authority's name: Tim Smith per 15A NCACNT .01061b}
Title: Owner
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 27513-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: The Retreat at Haw River — Phase I & 2
2. Application/Project status: ® Proposed (Ne%% Permit) ❑ Existing PermkRrojeel
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: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.772 - Longitude:-79.118
5. Parcel ID (ifapplicable): 0081274 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Mark P. Ashness License Number: 18,894
Firm: CE Group, Inc.
Mailing address: 301 Glenwood Ave. Suite 220
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: markvdcegroupinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: The Retreat at Haw River W WTP Permit Number: W00043977
Owner Name: Flying Crown Ranch, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumbcr(s): WQ N.-A
2. Downstream (Receiving) Sewer Information: _ inch (-' Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Pagel of 5

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Flying Crown Ranch, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Tim Smith per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 27513-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: The Retreat at Haw River — Phase 1 & 2
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: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.772°Longitude:-79.118'
5. Parcel ID (if applicable): 0081274 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark P. Ashness License Number: 18894
Firm: CE Group, Inc.
Mailing address: 301 Glenwood Ave. Suite 220
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: markAcegroupinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: The Retreat at Haw River WWTP Permit Number: W00043977
Owner Name: Flying Crown Ranch, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑ No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an 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: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa 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
Single Family Residential, 4 BR
480 gal/day
177
84,960 GPD
Amenity
' 10 gal/person
120
1200
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
86,160 GPD
a See 15A NCAC 02T .0114(b), (dLe)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 86,160 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
8
8690
PVC
8
2145
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope 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: LS 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.7689' Longitude:-79.1255'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.624 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): 433 gallons per minute (GPM) at 177 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
5967
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 2.01C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ 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 -
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.
➢ 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

LS 2
VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
N/A
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: LS 2
35.7719 0-79.1210
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station:•0648 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): 45 gallons per minute (GPM) at 39 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
493
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 2.01C.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 ❑ 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 -
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.
➢ 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

LS 3
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
N/A
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: LS 3
35.7733-79.1186
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: - °
3. Total number of pumps at the pump station. 2
3. Design flow of the pump station:.0634 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): 44 gallons per minute (GPM) at 41 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
348
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 ❑ 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 -
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.
➢ 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 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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(g) 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.
➢ 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: Jordan ❑ 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.0I05(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:
Does the submitted system comply with 15A NCAC 02T, llte M.(simypl V rI. t fta[ i Perntillin� Purpp $tat►onb
atld F�fce M.aInS (iplcsi Ycrijon), and the Gravjly war Minimums g}gtl QjtUis_JJ1) l v_cMi4A} as applicable?
XYes ❑ 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 protects requiring a variance approval may be subject to longer
review times. For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the prolect, the full technical review is required.
2. Professional Engineer's Certification:
1, � ri,� Lk , attest that this application for V6—w
(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,
]t i�_.tim i>_Q tvril+ for the Frac ast-T..k_ Permittiniz
_ 11til1�lSfl.Gli�la._or�i]C!t �Wg_r#.L1atr�l vefgton), and the _. it mpex�
ttiP4ttiP $18114 _>tilI [latost Yin). 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 143-215.613, 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�fiAljli)
North Carolina Professional Engineer's seal, signature, ai
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for _
(Signature Authority Name from Application Item 13.) (ProJecl Name from Application Item If I)
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 retumcd to me as incomplete.
NOTE: In accordance with General Statutes 13. and 143 •Z 15,613, 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 U e,_
-Tim. R • �.`�"�
FORM. FTA 06-21 Page 5 of 5

State of North Carolina
4 R
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Flying Crown Ranch, LLC
Project Name for which flow is being requested
The Retreat at Haw River
More than one FTSE may be required for a singleproject 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: The Retreat at Haw River WWTP
b. WWTP Facility Permit #: WQ0043977
All flows are in MGD
c. WWTP facility's permitted flow 0.1149
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow 0
f. Total flow for this specific request 0.0861
g. Total actual and obligated flows to the facility 0.0861
h. Percent of permitted flow used 0.75
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
N/A
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* 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): N/A
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

M. Certification Statement:
I Tim Smith certify 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 adequate capacity to transport and treat the proposed new wastewater.
Signing
Manager, Flying Crown Ranch, LLC
Title of Signing Official
zv z3
Page 2 of 6
FTSE 10-18

STATE OF NORTH CAROLINA
COUNTY OF Chatham Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Crown Ranch LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Chatham County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as The Retreat at Haw River (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.
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, The Retreat at Haw River HOA (hereinafter
Association), a non-profit 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:
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.
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

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 yearly budget.
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 constriction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be tiled 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
Richard E. Rogers, Jr.
Director, Division of Water Resources
Flying Crown Ranch LLC
Name of DEVELOPER
8:
(Signature)
Tim Smith, Manager
Print Narne and Title
c2r �,, 3 zd z
(Date) (Date) .1
FORM: DEV 03-19 Page 2 of

CE CROUP
June 30, 2023
NCDEQ/DWR
Water Quality Section
Fast Track Unit
3800 Barrett Drive
Raleigh, NC 27609
Re: Retreat at Haw River
Phase 1 & 2
NC Dept of Environmental Quality
JUN 3 0 Z023
Raleigh Regional Office
Please find attached the following information for the requested extension permit:
- Application Fee: $480
- Fast Track Sewer System Extension Application (FTA 06. 21) - Original and Copy
- Proof of Business Registration
- USGS Topographic Map
- Vicinity Map
- USB Drive (Electronic Copies of Above Info)
This information is provided as required for processing of the requested permit application for the Private
Sanitary Sewer System for The Retreat at Haw River subdivision on Bynum Rid a Rd in Chatham Co4nty, North
Carolina.
The system consists of a gravity sewer network and three (3) lift stations accommodating the flow for 177 single
family residential lots, and the neighborhood amenity site. The flow for the entire subdivision is collected in Lift
Station 1 and is pumped via an 8" forcemain line to the recently permitted Retreat at Haw River WWTP Facility
(WQ0043977). Two minor lift stations (LS 2 & LS 3) are proposed to pump small portions of the subdivision back
into the gravity system which flows to Lift Station 1.
Respectfully Submitted,
CE Group, Inc.
Jacob Hudson, PE
Project Engineer
301 Glenwood Avenue I Roleigh, NC 27GO3 1 (919) 3G7-8790 t www.cec3roupinc.corn

- 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 NC Dept of Environmental Quality
Limited Liability Company
Legal Name
Flying Crown Ranch LLC
Information
Sosld: 1517798
Status: Current -Active O
Date Formed: 5/17/2016
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Russell, Glenn Alan,
Addresses
Mailing
105 Weston Estates Way
Cary, NC 27513-8618
Reg Mailing
105 Weston Estates Way
Cary, NC 27513
Company Officials
,SUN 3 0 2023
Raleigh Regional Office
Principal Office
105 Weston Estates Way
Cary, NC 27513-8618
Reg Office
105 Weston Estates Way
Cary, NC 27513
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Timothy Smith
105 Weston Estates Way
Cary NC 27513-8618

(0
CE GROUP
301 GLENWOOD AVE SUITE 220
RALEIGH,NC 27603
PHONE- 919-367-8790
www.cegroupinc.com
THE RETREAT AT HAW RIVER
CHATHAM COUNTY, NC
USGS OVERLAY EXHIBIT
JUNF, 202� C Dept of Environmental Qua]i N O RTH
1,200' 600-f 1,200'
JUN 3 0 202 SCALE: 1"=1,200'
Raleigh Regional Ofi'ice

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TO: NCDEQ — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting — Fast Track Sewer
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E Mall: mark(Scearouninc.com
Transmittal
NC Dept
DATE: June 30, 2023
PROJECT No: 138-17
The Retreat at Haw River
Sewer Collection Syste?nfileigh Regional Office
Private Sewer Extension Permit Modification
Quantity
Drawing No.
Description
1
1 original/1 copy
Fast Track Sewer System Extension Application
1
Project Narrative/Cover Letter
1
Check
$480 Application Fee
1
DEV-03-19 Signed
1
Copy
Corporation Information for DEV 03-19
1
Copy
USGS Overall Area Maps
1
Copy
Vicinity Location Map
REMARKS Please let us know if you require any additional information.
CC: Tim Smith CE Group, Inc.
Signed
qWLL--
"'Mark P. Ashness, PE

From:
Mark Ashness
To:
Wilson. Susan A
Subject:
RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 W00044540
Date:
Monday, October 23, 2023 10:55:32 AM
Attachments:
imaae002.ono
imaae004.on.g
imaae005.ono
FTA Revised with 120 GPD oer BR 2023 10 23.Ddf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan: Sorry about missing that.
Please find attached. I appreciate your help with getting this done.
thx
Mark Ashness
P.E, LEED AP
`EBRAI/
25
9
YEARS
/VEBBV
ICE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Wilson, Susan A <[e-mail]>
Sent: Sunday, October 22, 2023 2:26 PM
To: Mark Ashness <[e-mail]>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
Ughh — hate to ask this — but please correct V1.8. to reflect 86,160 gpd.
I'm proceeding forward — hope to have something for you folks by Tuesday.
From: Mark Ashness <mark(@CEGROUPINC.COM>
Sent: Thursday, October 19, 2023 2:43 PM
To: Wilson, Susan A <[e-mail].g_ov>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan: Please find attached. Sorry we missed that. All LS will have backup generators.

I am attaching the Bill which was approved in the House and Senate on 9/22, The Governor vetoed it and then the
veto was overruled by the Senate on 10/10 (effective date).
If you determine there is any issue with not applying the lower flow rate; we are fine with using the current rates
in order to get the fast track permit processed. We can amend it later if need be.
At this point obtaining the permit is more important to our client given that Pulte Homes is waiting on the permit
approvals prior to closing on the property.
I am attaching FTA and FTSE with the prior flow rates that you can use should you determine the new flow rates
will slow the processing of the permit. Trying to cover all options
Thanks again for assisting us with the project.
thx
Mark Ashness
P.E, LEED AP
�`EBRgl7y
25
yyNf4s��
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Wilson, Susan A <susan.wilsonPdeq.nc.gov>
Sent: Thursday, October 19, 2023 12:49 PM
To: Mark Ashness <mark(@CEGROUPINC.COM>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
Mark —just had a quick moment to look over the resubmittal. Would you correct/provide information on Part VIII.6
on power reliability for LS1? That info seems to be missing (was not checked).
I assume folks can use the 75 gpd/BR figure now? I'll double check on that to see when the effective date was.
From: Mark Ashness <mark(@CEGROUPINC.COM>
Sent: Tuesday, October 17, 2023 4:57 PM
To: Wilson, Susan A <[e-mail]>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan: thanks, I will check -in early next week.

thx
Mark Ashness
P.E, LEED AP
.25.
yy�Yf4s��
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Wilson, Susan A <[e-mail]>
Sent: Saturday, October 14, 2023 4:54 PM
To: Mark Ashness <mark(@CEGROUPINC.COM>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
Hmm... I'm not sure Mark, maybe? I have at least 2 to get out next week that are fairly complicated and have been
lingering. I'll probably know more toward the end of the next week.
From: Mark Ashness <markna CEGROUPINC.COM>
Sent: Thursday, October 12, 2023 5:26 PM
To: Wilson, Susan A <susan.wilsonna deq.nc.gov>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan:
Chatham has a once -a -month submittal date for permits to allow construction to commence called "Construction
Plat Submittal". This month's deadline to furnish all permits is Oct 25th (which would allow initial construction to
commence in mid -November)
I wanted to see what the likelihood of obtaining the fast -track permit approval from DEQ by the 24th? We will have
all the other required permits in hand by that date.
I wanted to give you the heads up now rather than later next week.

ConstructionlFinal Plat Review — Administrative'
2023 Deadlines
Submittal to
Planning
Department
For TRC
Staff Sufficiency TRC Meeting Date
Review Deadline
December 28, 2022
January 11, 2023
January 18
January25
February 8 February 15
February 22
March 8
March 15
March 22
Aril 5 r April 12
April 26
May 10 May 17
May 31
June 14
June 21
June 21
July 5
July 12
July 26
August 9
August 16
August 23
September 6
September 13
Sp-ptember-27
October 11
October 18
ctober
November 8
November 15
November 22
December 6
December 13
December 22
January 10, January 17,
2024 2024
thx
Mark Ashness
P.E, LEED AP
.25.
9 YES"�i
yy�Yr:4s��
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Mark Ashness
Sent: Wednesday, October 4, 2023 9:00 AM
To: 'Wilson, Susan A' <susan.wilson6Ddeq.nc.gov>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540

Susan: sounds good. Let me know if you need anything else.
thx
Mark Ashness
P.E, LEED AP
.25.
YEAR
yy�Yf4s��
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Wilson, Susan A <susan.wilson(@deq.nc.g_ov>
Sent: Tuesday, October 3, 2023 9:43 PM
To: Mark Ashness <mark(@CEGROUPINC.COM>
Subject: RE: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
In the nick of time! I was getting pressure to return this.
I'm confused about the increase in fees right now -that passed legislatively. Hopefully we're grandfathering that in,
but I'll keep you posted.
From: Mark Ashness <mark(@CEGROUPINC.COM>
Sent: Tuesday, October 3, 2023 10:37 AM
To: Wilson, Susan A <susan.wilson(@c1eq.nc.gov>
Subject: [External] RE: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan: Please find attached:
1. FTA with corrections
2. FTSE completed
3. DEV 03-19 Completed
Specific responses below.
Let me know if you need anything else to process.
thx
Mark Ashness

P.E, LEED AP
•25-
y'Y�YF4S��
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Wilson, Susan A <susan.wilson(cDdeq.nc.gov>
Sent: Monday, August 14, 2023 12:20 PM
To: Mark Ashness <mark(@CEGROUPINC.COM>
Cc: [e-mail]
Subject: Fast Track Application The Retreat at Haw River - Ph 1 & 2 WQ0044540
Hi Mark -
I've given this an initial review and have a few questions/comments.
1. Part VI.2. should be checked YES as you submitted a Developers agreement. And with that - please see the
updated agreement at the link and have Mr. Smith complete that (sorry the one attached does not have the
current Director's signature block). https://edocs.deq.nc.gov/WaterResources/DocView.aspx?
dbid=0&id=2250406&cr=1 New Dev form provided with Signature
2. The units will be 3 bedrooms? (for 360 gpd/unit?). We have changed to 4 bedroom and are using new
approved flow rate of 75 GPD/bedroom (300 GPD per lot).
3. 1 believe there is an error on part VI. 8. of the application - that should be 64, 920 gpd corresponding to the
flow in part VI.7.? Corrected
4. So there will be no high priority lines with this project? Just wanting to reconfirm that. Part IX.7. of the
application. Correct no high priority lines.
5. We'll need to have a flow tracking sheet completed for this project (FTSE 10-18), found here
httDS://www.dea.nc.Rov/about/divisions/water-resources/water-ouality-DermittinL/muniCiDal-nodes
pretreatment-and-collection-system/collection-systems/sewer-extension-permitting I realize this plant is
new, but this needs to be started with this project (and submitted with subsequent phases). FTSE added
with signature
Thanks much. Let me know if you have questions.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240

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