WQ0044145_Application (FTSE)_20230221

N' OW of Environmental Q11ft State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
1 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-2I & SUPPORTING DOCUMENTATION
Kai Ott
Application Number: W Q0 O t f i L (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Orange Water & Sewer Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other -Publicly owned Authority
3. Signature authority's name: Tndd Taylor, P-F- per 15A NCAC 02T .0106(b) Mary Darr, P.E.
Title: General Manager of Operations
4. Applicant's mailing address: 400 Jones Ferry Rd
City: Carrboro State: NC Zip: 27510-
5. Applicant's contact information:
Phone number: (2.L9) 537-4201 Email Address: nparker -,owasa.ore
Ill. PROJECT INFORMATION:
1. Project name: Summit Place Townhomes
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: 35.9450420 Longitude:-79.019878
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III, CONSULTANT INFORMATION:
1. Professional Engineer: Jonathan Eakins, PE License Number: 24642
Firm: The Nau Company, PLLC
Mailing address: PO Box 810
City: Rolesvile State: NC Zip: 27571-
Phone number: i 919) 6164716 Email Address: jeakins(ir)thenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Mason Farm Wastewater Treatment Plant Permit Number: NC 0025241
Owner Name: OWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ 7R962 Residence Inn '06
2. Downstream (Receiving) Sewer Information: 8 inch (X Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00031
Owner Name(s): Orange Water & Sewer Authority
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. ( erational Af,reement (FORM: DE V1 been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA POA Operat ional AYreenient (FORM: HOAJ and
supplementary documentation as required by 15A NCAC 02T.0115(6 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 i dental :' veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool,Tilter Backwash
❑ Businesses offices.--' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See I SA NCAC 02T .0103120j)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes[:] No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 141 fii? ❑ 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.n
No. of Units
Flow
Townhomes
�50 gal/day
5�
P,-,NQ-GPD
1 and 2 bedroom units
240 gall day
17
4,080 GPD
3 bedroom units
360gal/ day
35
12,600GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
>•3AXWPD
nip
nip
16,680 GPD nip
See ISA NCAC 02TT01 1,4(bl. (d).. olr 1 and e ' 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. 4�r ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 13,000 GPD (per 15A NCAC 02T .01 14
➢ 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 (Gra,+ it) Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,200 DIP
➢ Section lI & 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
V1I1. 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 2.01 C, Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305! * 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 separationslaltematives found in l SA NCAC 02T .03051 t) g tgl? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Stone 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item 1X.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.03.05itl or ±g . see Section X.1 of this application
* 15A NCAC 02T.03051g'i 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 xvebpaue
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(0 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.
➢ Seethe Division's draft separation re uirement, 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 I SA NCAC 02B .0200? ® Yes [:]No
➢ This includes Trout Buffered Streams per l SA 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 NC M' 02T.0105(c)(6) )(additional permitsicertifications)? ® Yes ❑ No
Per I5A 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 02L the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest %-ersion), and the Gravitl 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 proiects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
3.
[,..Jonathan Eakins, PE , attest that this application for Summit Place Townhomes
(Professi`onal Engineer's name from Application Item III 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,
Mininrtun Design Criteria for Gravity Sewers I latest version], and the Minimum Design Criteria for the Fast -Track 1'ermittit
of Pump Stations and force. Mains (late(lateg 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 Nlri>r►�;'1��6�iri�i.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0I06(b):
Mary Darr, P.E.
I, Tndd Taukg PF attest that this application for
(Signature Authority Name from Application Item 1.3 )
J11111111%0%
Summit Place Townhomes
(Project Name from Application Item 11 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature;
Date: 2/16/2023
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
FEBDWR
?��?"i Division of Water Resources
Dlvision of Water Resources g office Flow Tracking for Sewer Extension Applications
Ralei h RegTonal FTSE 10-18
Entity Requesting Allocation: Orange Water and Sewer Authority
Project Name for which flow is being requested: Summit Place Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mason Farm Wastewater Treatment Plant
b. WWTP Facility Permit #: NC 0025241
All flows are in MGD
c. WWTP facility's permitted flow 14.5
d. Estimated obligated flow not yet tributary to the WWTP 0.65
e. WWTP facility's actual avg. flow 7.19
f. Total flow for this specific request 0.02 (16,680 gpd)
g. Total actual and obligated flows to the facility 7.86
h. Percent of permitted flow used 54.2
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm pfl, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Rogerson 18.5 7.4 3.76 0.39 4.15 3.25
* 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
(pl) 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): OWASA
Downstream Permit Number: WQCS 00031
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Mary Darr, P.E.
I Todd Taylor P.E. 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.
Signature
Title of Signing Official
2/16/2023
Date
General Manager of Operations
Page 2 of b
FTSE 10-1 S

The Nau Company
Consulting Civil Engineers
January 12, 2023
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Summit Place Townhomes
To whom it may concern:
NC Dept of EnvirOnmental Quality
FEB 21 io23
Raleigh Regional Office
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for the Summit Place Townhomes project located in Orange County, NC. Below is a
summary of the system to be permitted:
System Name: Summit Place Townhomes
Homes served: 52
Flow allocation required: 13,000 GPD
Pipe data: 1,200 LF of 8" DIP gravity sanitary sewer
if you have any questions or concerns, please let me know.
Sincerely,
The Nau Company, PLLC
Jonat ap kins, PE
[e-mail]
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

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NC Dept of Environmental Quality
PO Box 810
The Nau Company Rolesville, NC 27571
Consulting Civil Engineers FEB 2 f ZCT� 919-435-6395
TRANSMITT§&Ieigh Regional Office
Deliver to
Sender
Regional Office
Jon Eakins, PE
ality Section
919-616-4716
FNCDEQleigh
ett Drive
[e-mail]
NC 27609
Date February 20, 2023
4200
Delivery method Hand Delivery
Project name
Submittal type
Project number
Summit Place Townhomes
Sanitary Sewer Permit - First Submittal
Quantity
Date
Description
1
Cover Letter
2
Fast Track Application (FTA)
1
Check for $480
1
Flow Tracking/Acceptance Form (FTSE)
1
USGS Quad Map
1
Aerial Map
Comments/Notes

0ol
.' %� `':
ACCENT
CORPORArL GRAPHICS
LETTER OF TRANSMITTAL
8121 Brownleigh Drive Raleigh, NC 27617
919/782-3332 800/280-0755 919/783-0702 Fax
To: NCDEQ Raleigh Regional Office
3800 Barrett Dr.
Raleigh N�-F6�%of Environmental Quality
FEB 21 2023
Raleigh Regional Office
Date: 2/20/2023
Attention: NCDEQ
Job Name: Summit Place THs
Job #: 20230220-025
Per: Jon Eakins
Entered By: Zach
WE ARE SENDING YOU THE FOLLOWING ITEM(S):
Qty
Unit Description
2
Set (s) Signed FTA Form
1
Transmaittal
1
Cover Letter
1
FTSE Form
1
Aerial Photo
Misc. Notes:
Received By: Date:
Delivered By: Time:
If you have any questions about this order please call and ask for the Production Manager.