WQ0044608_Application (FTSE)_20230912

DWR
State of North Carolina
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 StatiomTorce Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15_A NCAC 02T,15A NCAC 02T. 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 I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secremy 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 02'r .0106 b . Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® 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(cl, 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 .0I 15(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
Water Quality Section
Wilmington Regional Office
Water Quality Section
Winston-Salem Regional Office
Water Quality Section
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
450 W. Hanes Mill Road
Alamance, Alleghany, 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
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0044608 (to be completed by DWR) �' a)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Mebane (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Chris Rollins per I5A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 106 E. Washington Street
City: Mebane State: NC Zip: 27302
5. Applicant's contact information:
Phone number: [phone] Email Address: crollins _ cityof mebane.com
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Oakwood Subdivision Phase 1
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: Orange County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.087839 ° Longitude:-79.251508'
5. Parcel ID (if applicable): 9825404628.9825502531, 9825601982 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: William R. Wirt License Number: 052574
Firm: Summit Design and Engineering Services
Mailing address: 320 Executive Court
City: Hillsborough State: NC Zip: 27278
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Q of Mebane Water Resource Recovery Facilit Permit Number: NCO021474
Owner Name: City of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0032351
2. Downstream (Receiving) Sewer Information: 8" inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00081
Owner Name(s): City of Mebane
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[—]Yes [—]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 0 % Commercial 0 % 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'"
No. of Units
Flow
Single Family homes/ Townhomes
240 gal/gpd
144
34,560 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
34,560 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 34,560 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"
4,530 LF
PVC
8"
843 LF
DIP
12"
1915 LF
PVC
12"
567 LF
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:
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
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 I5A NCAC 02T .0305 h 1 :
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13)_
➢ 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(O & W? ® 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)
24 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(fl or (g), see Section X.1 of this application
*15A NCAC 02T.0305 contains alternatives where separations in 02T.0305(fl 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 webyage
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: Cape Fear ❑ 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 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T,0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Pern>itting of Pump Stations
and Force Mains latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects reguirina a variance aut3roval may be subiect to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
sianifieant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, WILLIAM R. WIRT, attest that this appliAtion for Oakwood Phase I
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravies Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitling
of Pump Stations and Force Mains. (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
-' %
SEAL
74 J-
fir. �'��'•:Y�L�it" •� \1��-� `� `!^�
AIMI R 1�,``,.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, CHRIS ROLLINS, CITY OF MANAGER, attest that this application for Oakwood Subdivision Phase I
(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. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: �1 0Z3
FORM: FTA 06-21 Page 5 of 5

CDeptofEr�viromcntal Environmental Quality
State of North Carolina
QualiD,W-: Rty Department of
Division of Water Resources
Dtvlslon of Water Resources JUL 2 4 2023 Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Mebane f
Project Name for which flow is being requested:
Oakwood Subdivision Phase 1
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Mebane Water Resource Recovery Facility
b. WWTP Facility Permit #: NC 0021474
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
2.500
0.3473
1.5330
0.0346
1.9149
77%
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
SE Regnl WQ0031329 2.505
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
1.002
0.238
0.159
0.397
0.605
* 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): City of Mebane
Downstream Permit Number: W 0030944
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chris Rollins 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 I1 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 Official Signature
L'A `Holm
Title of Signing
2a 14o40
Date
Page 2 of 6
FTSE 10-18

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Govemor
Robert L. Wilson
City Manager
City of Mebane
106 East Washington Street
Mebane, NC 27302
Subject: Mebane WWTP (NC0021474)
Flow Reduction Request
Alamance County
Dear Mr, Wilson:
Coleen H. Sullins
DireMr
March 15, 2011
Dee Freeman
Secretary
On February 14, 2011, the Pretreatment, Emergency Response and Collection System (PERCS) Unit of
the Division of Water Quality received a flow reduction request for connections to the City of Mebane WWTP.
The letter requests an allowable flow rate of 80 gallons per day (gpd) per bedroom based on the evaluated data.
As daily WWTP data is not representative of the project area, the DMR data from the City of Mebane
WWTP (NC0021474) from January 2009 through December 2009 was evaluated to determine the peak sewage
month. The highest flow month was December 2009. Daily wastewater flows were recorded downstream of
the Holly Ridge Subdivision during December 2010. This data was reviewed by PERCS and Regional Office
staff.
Based on the data, the Division hereby grants a reduction in flow to 80 gpd/bedroom (minimum of 160
gpd for 1 and 2 bedroom residences) for sewer extension permits issued tributary to the City of Mebane
WWTP.
Regardless of the adiusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES permit for the treatment facifily or exceed th cUffifty of the
sewers downstream of any new sewer extension or service connection(s).
If you have any questions or comments regarding this matter, please contact Sarah Morrison at (919)
807-6310, or email [[e-mail]] or Deborah Gore, Unit Supervisor at [phone], or
email [[e-mail]].
Sincerely,
.;,( Coleen H. Sullins
cc: Darrell L. Russell, P.E., Alley, Williams, Carmen & King, Inc. (via email: [e-mail])
Steve Mauney, Winston-Salem Regional Office (via email)
NPDES Unit, Permit File NCO021474
PERCS Flow Reduction File
1617 Mall 5ervioe Center, Raisigh, Noah Carolina 27699-1617
LocaWA: 512 N. salbbury St Raleigh, North Carolina 27604 Re Caro ina
Phone: 919-807-M0 9$0 FAX: [phone] PERCS Unit FAX: [phone] Customer Servioe: 1-077.623-6748
Internet ht WIDDrtal.nodenr.oralweblrval PERCS Unit
An Equal
f! l.rt r iQturaCl�
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PUBLIC SERVICE CONTACTS:
WATER:
CITY OF MEBANE PUBLIC WORKS DEPT.
STATE ROADWAYS:
NCDOT - DIVISION 7, DISTRICT 1
KYLE SMITH
CHARLES N. EDWARDS (CHUCK), PE
636 CORRIGIDOR STREET
DISTRICT ENGINEER
MEBANE, NC 27302
115 E. CRESCENT SQUARE DRIVE
[phone]
PO BOX 766
GRAHAM, NC 27253
SEWER:
CITY OF MEBANE PUBLIC WORKS DEPT.
[phone]
KYLE SMITH
636 CORRIGIDOR STREET
PLANNING:
CITY OF MEBANE
MEBANE, NC 27302
CY STOBER, AICP
[phone]
DEVELOPMENT DIRECTOR
102 S. 5TH STREET
FIRE:
CITY OF MEBANE
MEBANE, NC 27302
BOB LOUIS, CHIEF
[phone]
450 N. FIRST STREET
MEBANE, NC 27302
SOLID WASTE:
CITY OF MEBANE PUBLIC WORKS DEPT.
[phone]
106 E. WASHINGTON STREET
MEBANE, NC 27302
GAS:
PSNC ENERGY / DOMINION ENERGY
[phone]
BRIAN SMITH
2541 WHILDEN DRIVE
RECYCLING:
WASTE INDUSTRIES
DURHAM, NC 27713
703 E. GILBREATH STREET
[phone]
GRAHAM, NC 27253
[e-mail]
[phone]
ELECTRIC:
DUKE ENERGY, CAROLINAS
EROSION CONTROL:
ORANGE COUNTY PLANNING & INSPECTIONS DEPT.
1205 N. CHURCH STREET
STEVE KALTENBACH
BURLINGTON, NC 27217
EROSION CONTROL & STORMWATER OFFICER II
[phone]
131 W. MARGARET LANE
HILLSBOROUGH, NC 27278
TELEPHONE:
AT&T
[phone]
AARON BOYKINS
[phone]
ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
WILLIAM WIRT, PE
320 EXECUTIVE COURT
HILLSBOROUGH, NC 27278
[phone] (PHONE)
[phone] (FAX)
[e-mail]
OWNERS:
MERITAGE HOMES OF THE
CAROLINAS, INC. 13925 BALLANTYNE
CORP. PLACE, STE. 300
CHARLOTTE, NC 28277
PHONE [phone]
4.
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
�p
!
DEVELOPER:
MERITAGE HOMES
MARTIN FUCHS
3300 PARAMOUNT PARKWAY, SUITE 120
MORRISVILLE, NC 27560
PHONE [phone]
[e-mail]
� w=
AIR
SITE LOCATION MAP
SCALE: 1" = 300'
CONSTRUCTION DRAWINGS
OAKWOOD PHASE 1
R-8 TOWNHOMES & R-10 SINGLE FAMILY LOTS
ORANGE COUNTY, CHEEKS TOWNSHIP
OAKWOOD STREET EXTENSION, MEBANE, NC 27302
TRC SUBMITTAL #1 : 07/14/2021
TRC SUBMITTAL #2 : 08/31/2021
TRC SUBMITTAL #3 : 10/26/2021
ORANGE COUNTY EROSION CONTROL SUBMITTAL #4: 12/6/2021
TRC SUBMITTAL #5 : 03/02/2022
TRC SUBMITTAL #6 : 08/19/2022
TRC SUBMITTAL #7 : 12/16/2022
TRC SUBMITTAL #8 : 04/05/2023
TRC SUBMITTAL #9 : 05/12/2023
FOR COM APPROVAL: 07/07/2023
ENGINEERING CONSTRUCTION PLAN REVIEW & INSPECTION FEES:
STORMWATER MANAGEMENT FEES:
1. OVERALL PLAN REVIEW FOR COMPLIANCE = $2,500
2. REVIEW / INSPECTION PER DEVICE AT $1,500 EACH X 3 DEVICES = $4,500
TOTAL = $7,000
STREET, STORM WATER & UTILITY INSPECTION FEES
A. PUBLIC STREETS
5,600 LF
$3.00/LF
= $ 16,800
B. WATER MAIN
3,335 LF
$2.50/LF
= $ 8,338
C. SEWER MAIN
7,855 LF
$2.50/LF
= $ 19,638
D. STORM DRAINAGE
PRIVATE
3,251 LF
$1.00/LF
= $ 3,251
PUBLIC
4,983 LF
$2.00/LF
= $ 9,966
E. WATER & SEWER SERVICE
143 LOTS
$200/LOT
= $ 28,600
F. DRIVEWAYS
143 EA
$100/EA
= $ 14,300
G. SIDEWALK / MULTI -USE PATH
PUBLIC SIDEWALK/PATH
3,214 LF
$1.00/LF
= $ 3,214
TOTAL
= $104,107
VICINITY MAP
SCALE: 1" = 2,000'
Mebaneyi._ r7O � .4
�
1
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11-- SITE
=l +
1
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119 � •
Ind
(NJ]
SHEET INDEX
Sheet Number
Sheet Title
C-1
COVER SHEET
C-2
GENERAL NOTES
C-3
EXISTING CONDITIONS & STEEP SLOPES PLAN
C-4
DEMOLITION PLAN
C-5
OVERALL SITE & PHASING PLAN
C-6
WINDING SPRING DR. - PROFILE 10+00 - 21+00
C-7
WINDING SPRING DR. - PROFILE 20+00 - 31+00
C-8
WINDING SPRING DR. - PROFILE 30+00 - 41+00
C-9
BRD. LEAF - PROF 10+00 - 13+94 & STRM. VW. - PROF. 10+00 - 14+37
C-10
ABBOTT ST. - PROFILE 10+00 - 19+60
C-11
SHALLOW SPRING DR. PLAN - PROFILE 30+00 - 39+76
C-12
FADED CARDINAL LN. - PROFILE 20+00 - 25+43
C-13
EXISTING SANITARY SEWER - OUTFALL'A'
C-14
EXISTING SANITARY SEWER - OUTFALL 'A'
C-15
SANITARY SEWER OUTFALL'B'
C-16
SAN SEWER OUTFALL - 'C' & 'D'
C-17
OVERALL OFF -SITE SAN. SEWER OUTFALL 1
C-18
OFF -SITE SAN. SEWER OUTFALL PLAN -PROFILE 1
C-19
OFF -SITE SAN. SEWER OUTFALL PLAN -PROFILE 1
C-20
OFF -SITE SAN. SEWER OUTFALL PLAN -PROFILE 1
C-21
SITE & UTILITY PLAN - WEST
C-22
SITE & UTILITY PLAN - SOUTHWEST
C-23
SITE & UTILITY PLAN SOUTHEAST
C-24
-
SITE & UTILITY PLAN EAST
G-1
GRADING & DRAINAGE PLAN - WEST
G-2
GRADING & DRAINAGE PLAN - SOUTHWEST
G-3
GRADING & DRAINAGE PLAN - SOUTHEAST
G-4
GRADING & DRAINAGE PLAN - EAST
G-5
STORM SCHEDULE
G-6
HYDRAULIC TABLES
P-1
STORM PROFILES
P-2
STORM PROFILES
P-3
STORM PROFILES
EC-1
PHASE 1 EC -TOWN HOMES
EC-2
PHASE 1 EC -SINGLE FAMILY
EC-3
PHASE 2 EC TOWNHOMES
EC-4
PHASE 2 EC -SINGLE FAMILY
EC-5
TYPICAL LOT EROSION CONTROL PLAN
M of 1
LIGHTING PLAN
L-1
LANDSCAPE PLAN
L-2
SCM PLANTING PLANS
L-3
WET POND REQUIREMENTS
L 4
LANDSCAPE DETAILS
D-1
SITE DETAILS
D-2
SITE & STORM DETAILS
D-3
SANITARY AND WATER DETAILS
D-4
EROSION CONTROL DETAILS
D-5
EROSION CONTROL DETAILS
D-6
TSB DETAILS
D-7
TSB DETAILS
D-8
SCM DETAILS
D-9
SCM DETAILS
SITE INFORMATION
OWNER: (SEE OWNER INFORMATION ON THIS SHEET)
DEVELOPER:
MERITAGE HOMES
3300 PARAMOUNT PARKWAY, STE 120
MOORESVILLE, NC 27560
JURISDICTION:
MEBANE
STATE:
NORTH CAROLINA
PARCEL PIN(S):
9825404628, 9825502531, 9825601982, 9825529420,
9825614053,9825604799
NET LAND AREA:
133.90 ACRES
EXISTING ZONING:
R-8 (CD) & R-10 (CD)
CURRENT USE:
VACANT INDUSTRIAL/RESIDENTIAL USES, EX.
AGRICULTURAL USES
PROPOSED USE:
SINGLE FAMILY & TOWNHOUSE RESIDENTIAL USES
RIVER BASIN: CAPE FEAR
WATERSHED: JORDAN LAKE
SUB WATERSHED: HAW CREEK
PROPOSED # OF LOTS: 85
MIN. LOT SIZE: 2,020 SF
MAX. LOT SIZE: 7,260SF
PROPOSED R-10 (CD) SINGLE FAMILY LOT INFORMATION- PHASE 1
PROPOSED # OF LOTS:
59
MIN. LOT SIZE:
6,500 SF
MAX. LOT SIZE:
13,947 SF
BUILDING SETBACKS R-10/SF
FRONT YARD SETBACK:
25 FEET
SIDE YARD SETBACK:
5 FEET MIN.
CORNER YARD SETBACK:
13 FEET
REAR YARD SETBACK:
20 FEET
MAX. BUILDING HEIGHT:
35 FEET
BUILDING SETBACKS R-8/TH
FRONT SETBACK: 20 FEET
SIDE SETBACK OF BUILDING ENDS: 15 FEET
SIDE SETBACK FROM PUBLIC STREET R/W: 15 FEET
REAR SETBACK: 20 FEET
MAX. BUILDING HEIGHT: 40 FEET
PARKING FOR PHASE 1
REQUIRED:
• SINGLE FAMILY UNITS: 2 SPACES/UNIT x 58 LOTS = 116 SPACES
• TOWNHOUSE UNITS: 2.5 SPACES/UNIT x 85 UNITS = 213 SPACES
• SWIM CLUB/POOL: 1 SPACE/100 S.F. OF DECK AND POOL SURFACE AREA = 6800 S.F
= 68 SPACES
• HANDICAP SPACES REQUIRED = 3 SPACES (BASED ON THE 68 SPACES PROVIDED
AT SWIM CLUB FACILITY)
• TOTAL REQUIRED = 397 SPACES
PROVIDED:
• TOWNHOUSE UNITS: 55 (1-CAR GARAGE) x 2/UNIT = 110 SPACES
• TOWNHOUSE UNITS: 30 (2-CAR GARAGE) x 4/UNIT = 120 SPACES
• SINGLE FAMILY LOTS: 58 LOTS (1-CAR GARAGE) X 2/LOT = 116 SPACES
• KIOSK & CLUBHOUSE: 68 SPACES (INCLUDES 1 VAN ACCESSIBLE AND 2 STANDARD
HC SPACES PROVIDED)
• TOTAL PARKING SPACES PROVIDED: 414 SPACES (3 HC)
• BICYCLE PARKING SPACES PROVIDED: 12 SPACES (AT SWIM CLUB FACILITY)
OPEN SPACE CALCULATIONS FOR ALL PHASES:
TOWNHOMES LOTS 1-129 (R-8 ZONING)
REQUIRED OPEN SPACE: 500 SQ. FT./UNIT X 129 UNITS = 64,500 SQ. FT. OR 1.48 ACRES
SINGLE FAMILY LOTS 130-403 (R-10 ZONING CONSERVATION SUBDIVISION OPTION)
REQUIRED MIN. LOT AREA: 273 LOTS X 10,000 SQ. FT./LOT = 2,730,000 SQ. FT. OR 62.67
ACRES
AREA PROVIDED WITHIN LOTS USING REDUCED LOT SIZE PER CONSERVATION OPTION =
58.09 ACRES
REQUIRED OPEN SPACE FOR SINGLE FAMILY LOTS: 62.67 - 58.09 = 4.58 ACRES
TOTAL REQUIRED OPEN SPACE: 4.58 + 1.48 = 6.06 ACRES
TOTAL OPEN SPACE PROVIDED: 58.09 ACRES (OPEN SPACE AREAS 1 THRU 11)
(±18 ACRES IN PROTECTED TREE AREAS)
PUBLIC RECREATION SPACE CALCULATIONS
REQUIRED SPACE EQUALS 1/35 OF AN ACRE PER DWELLING UNIT
403 UNITS X 1/35 ACRE = 11.51 ACRES REQUIRED
PAYMENT -IN -LIEU VALUE = $205,393
IMPERVIOUS AREA
EXISTING: 53,842 S.F. (0.92% OF TOTAL SITE)
PHASE 1
ROAD: 174,240 S.F.
AMENITY CENTER & PARKING: 57,064 S.F.
SIDEWALK: 71,002 S.F.
ROOF: 268,800 S.F.
DRIVE & WALKS: 72,750 S.F.
TOTAL FOR PHASE 1 643,856 S.F.
DISTURBED AREA
PHASE 1 ON SITE = 32.985 AC. (1,436,827 S.F.)
TANGIER OUTFALL = 1.189 AC. (50,483 S.F.)
TOTAL = 34.144 AC. (1,487,310 S.F.)
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(PROJECT NO.
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DRAWING NAME:
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SHEET NO.
C-1

Susan Wilson September 5, 2023
Environmental Engineer
Water Quality Regional Operations — Raleigh Regional Office
North Carolina Department of Quality
Ms. Wilson,
Please see the responses below to your comments on the Oakwood Phase I WQ0044608 provided on August 27,
2023. The responses provided in this letter are numbered to match the comments that they address. The original
comments are attached below.
The City of Mebane Director of Utilities informed us that these permit numbers were assigned before his
time so they were not provided at the time of application. The director was able to locate the downstream
sewer flow diagram attached which provides the permit number: WQ0032351. This permit number is
provided on the revised permit application.
2. "No" was checked in error, "Yes" has been checked on the revised permit application.
3. 144 units is correct; the flow calculations have been corrected on the permit application. An updated plan
cover sheet is also provided with this submittal.
4. None of the proposed sanitary sewer lines associated with this project meet the definition of high priority
lines. The proposed sewer connects to an existing network within the project limits that is assumed to have
been permitted before its installation. This application does not address the status of the existing sanitary
sewer lines.
5. A sewer flow diagram is provided with this submittal.
If you have any further questions please feel free to reach out to me directly.
Thank you,
William Wirt, PE
Headquarters Office
320 Executive Court, Hillsborough, NC 27278
919.732.3883 // www.summitde.com

William Wirt, PE
From: Wilson, Susan A <[e-mail]>
Sent: Sunday, September 3, 2023 11:39 AM
To: Mick Parker
Cc: Mehl, Chris; Leticia Raimond; William Wirt, PE
Subject: RE: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Yes —that would be great. As long as Chris with Mebane is OK if we sub in the corrected/modified pages into the
application, then we don't have to get updated signatures.
From: Mick Parker <[e-mail]>
Sent: Friday, September 1, 2023 1:59 PM
To: Wilson, Susan A <[e-mail]>
Cc: Mehl, Chris <[e-mail]>; Leticia Raimond <[e-mail]>; William Wirt,
PE <[e-mail]>
Subject: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
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,
Can we send these updated documents via email to expedite the process?
Thank you
Mick Parker
Project Coordinator
Tel: [phone] x3144
SU11*1t11T
DESIGN AMU ENGINEERING SERVICES
i! rive
n
k-r
From: Mehl, Chris <[e-mail]>
Sent: Monday, August 28, 2023 9:25 AM
To: Mick Parker <[e-mail]>; Leticia Raimond <[e-mail]>
Subject: FW: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Good Morning Mick and Leticia,
Could you please respond to the questions in Will's absence this week. I'd like to keep this process moving as quickly as
possible.
Thanks,

Chris Mehl, PE — Land Development Manager 1 O: 919.926.2636 1 C: 919.768.2346 1 F: 919.926.2601
https://link.edgepilot.com/s/13f5d73c/OaZHrGdvQkCDMfn7ntyx-Q?u=http://www.meritagehomes.com/
This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review, use, distribution or disclosure by
others is strictly prohibited.
If you have received this communication in error, please notify the sender immediately by email and delete the message and any file attachments fron
Nmi it computer.
From: Wilson, Susan A <[e-mail]>
Sent: Sunday, August 27, 2023 8:14 PM
To: Will Wirt <[e-mail]>; Mehl, Chris <[e-mail]>
Cc: [e-mail]
Subject: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Hi folks —
Just a few questions after a brief review —
1. Part V of the application — could no one find a downstream permit? The City of Mebane doesn't know what it
may be? Do they have any idea what it may be called or is it just that old? If they can come up with a possible
name for it I can try to look it up.
2. Part VI.6 of the application — you provided a flow reduction letter and used that for the flow calculations — so
please check YES on that (not sure why NO was indicated)
3. Part VI.8 — this figure does not match (seems 1 unit more that what was calculated in 7.) Please correct. Also the
narrative indicates 144 units (and not 143 as in the flow calculations).
4. Would you reconfirm that there are no high priority lines with this project?
5. Would you provide a basic sewer flow diagram? (I've attached one if you can provide something similar).
Thanks,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
EffmW cnrrespe dwxe ro a" from ehfs a ddmas rs se bpa ra Me North
Cara.G'na?ubh'e RLmrds Lax and may be drsd&sad no third parties
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
Links contained in this email have been replaced. If you click on a link in the email above, the link will be
analyzed for known threats. If a known threat is found, you will not be able to proceed to the destination. If
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Links contained in this email have been replaced. If you click on a link in the email above, the link will be analyzed for
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CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.

Wilson, Susan A
From: William Wirt, PE <[e-mail]>
Sent: Friday, September 8, 2023 11:51 AM
To: Wilson, Susan A; Mick Parker; [e-mail]
Cc: Mehl, Chris; Leticia Raimond; Franz Holt; Preston Mitchell; Smith, Kyle
Subject: RE: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
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.
Yes, ma'am, happy to help.
Chris Rollins, the City manager, may not have capacity to respond so I've copied Franz Holt the Town Engineer and
Preston Mitchell the Assistant City Manager and Kyle Smith the Director of Utilities who cover the development work on
Chris' behalf.
Gentlemen, please see below for Susan's comments please advise as to your satisfaction to the responses provided.
El 2023-09-05 NCDEQ Revised Sewer App Docs
William Wirt, PE
Project Manager
Tel: [phone] x3151
Cell: 757-621-5482
4SUMMIT
0U19M AtlQ llBlptER1RB BERMILi9
PO N% "I
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, September 6, 2023 12:09 PM
To: William Wirt, PE <[e-mail]>; Mick Parker <[e-mail]>;
[e-mail]
Cc: Mehl, Chris <[e-mail]>; Leticia Raimond <[e-mail]>
Subject: RE: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Thank you, Will, this helps a lot.
I am fine with this digital submittal as long as Chris Rollins (Mebane) is OK with these corrections and clarifications.
From: William Wirt, PE <[e-mail]>
Sent: Tuesday, September 5, 2023 3:55 PM
To: Wilson, Susan A <[e-mail]>; Mick Parker <[e-mail]>

Cc: Mehl, Chris <[e-mail]>; Leticia Raimond <[e-mail]>
Subject: RE: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
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 see the link below for the revised documents. Please confirm if we need to mail hard copies to you, which
includes a response to comments. Let me know if you have any issues accessing the link.
El 2023-09-05 NCDEQ Revised Sewer ADD Docs
William Wirt, PE
Project Manager
Tel: [phone] x3151
Cell: 757-621-5482
SUMMT
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in rive
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From: Wilson, Susan A <[e-mail]>
Sent: Sunday, September 3, 2023 11:39 AM
To: Mick Parker <[e-mail]>
Cc: Mehl, Chris <[e-mail]>; Leticia Raimond <[e-mail]>; William Wirt,
PE <[e-mail]>
Subject: RE: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Yes — that would be great. As long as Chris with Mebane is OK if we sub in the corrected/modified pages into the
application, then we don't have to get updated signatures.
From: Mick Parker <[e-mail]>
Sent: Friday, September 1, 2023 1:59 PM
To: Wilson, Susan A <[e-mail]>
Cc: Mehl, Chris <[e-mail]>; Leticia Raimond <[e-mail]>; William Wirt,
PE <[e-mail]>
Subject: [External] RE: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
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,
Can we send these updated documents via email to expedite the process?
Thank you
N

Mick Parker
Project Coordinator
Tel: [phone] x3144
SUMM
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From: Mehl, Chris <[e-mail]>
Sent: Monday, August 28, 2023 9:25 AM
To: Mick Parker <[e-mail]>; Leticia Raimond <[e-mail]>
Subject: FW: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Good Morning Mick and Leticia,
Could you please respond to the questions in Will's absence this week. I'd like to keep this process moving as quickly as
possible.
Thanks,
Chris Mehl, PE —Land Development Manager 1 O: 919.926.2636 1 C: 919.768.2346 1 F: 919.926.2601
https://link.edgepilot.com/s/13f5d73c/OaZHrGdvQkCDMfn7ntyx-Q?u=http://www.meritagehomes.com/
iva cinau uiay U-111-1—i aiiu Ni...._­ ilia iciiai iUl Ll- 0— — Ui Ll- uiic1 — I Niciiy 1-1—, —, U-1 Uuu— _. _.__.___._ ,
others is strictly prohibited.
If you have received this communication in error, please notify the sender immediately by email and delete the message and any file attachments fron
your computer.
From: Wilson, Susan A <[e-mail]>
Sent: Sunday, August 27, 2023 8:14 PM
To: Will Wirt <[e-mail]>; Mehl, Chris <[e-mail]>
Cc: [e-mail]
Subject: Fast Track Sewer Application Oakwood Subd Phase 1 WQ0044608
Hi folks —
Just a few questions after a brief review —
1. Part V of the application — could no one find a downstream permit? The City of Mebane doesn't know what it
may be? Do they have any idea what it may be called or is it just that old? If they can come up with a possible
name for it I can try to look it up.
2. Part VI.6 of the application — you provided a flow reduction letter and used that for the flow calculations — so
please check YES on that (not sure why NO was indicated)
3. Part V1.8 — this figure does not match (seems 1 unit more that what was calculated in 7.) Please correct. Also the
narrative indicates 144 units (and not 143 as in the flow calculations).
4. Would you reconfirm that there are no high priority lines with this project?
5. Would you provide a basic sewer flow diagram? (I've attached one if you can provide something similar).
Thanks,

Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 91 9-791-4z4o
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Caro[neRuMc Rwards'_ewardfna) be &'dosed to thirdpartes
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NI~ Dept ofNvlronmenta1 Quality State of North Carolina
Department of Environmental Quality
DWR. Division of Water Resources
JUL 2 4 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: Wdpia;O4d (v05 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City of Mebane (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately Owned Public Utility
❑ Federal ❑ Stater'County ® Municipal ❑ Other
3. Signature authority's name: Chris Rollins per 15A NCAC 02T .0106(b}
Title: City Manager
4. Applicant's mailing address: 106 E. Washington Street
City: Mebane State: NC Zip: 27302
5. Applicant's contact information:
Phone number: (19) 562-5901 Email Address: crollinsAcityof mebane.com
Il. PROJECT INFORMATION:
7)
P
1. Project name: Oakwand Subdivision Phase 1
2. Application/Project status: ®Proposed (New Permit) ❑ Existing Permit/Project
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If a modification, provide the existing permit number: WQ00 _ and issued date:
V
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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If new construction, but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Orange County
1
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.087839 Longitude:-7.9,251508
5. Parcel ID (if applicable): 9825404628 9825502531 9825601982 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: William R. Wirt License Number: 052574
Firm: Summit Design and Engineering Services
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Mailing address. 320 Executive Court
City: Hillsborough State: NC Zip: 27278
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Phone number: 919) 732-3883 Email Address: william.wirtCa�summitde.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Mebane Water Resource Recovery Facility Permit Number: NCO021474
Owner Name: City of Mebane
.1�1
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8" inch ® Gravity Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00081
Owner Name(s): City of Mebane
FORM: FTA 06-21
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