WQ0040654_Application (FTSE)_20190114

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: CkI&J �01 S 1 Ito be completed by DWRI
1 1(
All items must he completed or the application will he returned
I. APPLICANT INFORMATION:
Applicant's name: To%vn ol-Pittshoro (compun%. municipality. I IOA, utility. etc.)
2. Applicant tope: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State-Vpunt} ® Municipul
3. Signature authority's name: Brian Gruesheck per l 5.\ NCAC 021' .0106ih)
Title: Town Manaecr
4. Applicant's mailing address: PO Box 759
City: Pittsboro State: NC
Zip: 27312-
5. Applicant's contact information:
Phone number: (919) 542-4h21
Ismail Address: bt;ruesbeckFr'pittshoriinc.po%-
11. PROJECT INFORMATION:
❑ Pri%alel\-Owned Public Utility
❑ Other
I. Project name: Powell Place Apartment I lomes
2. Application,'Project status: ® Proposed (Ncw Permit) ❑ Existing Permit/Project
lfa modification, provide the existing permit number: %%1Q00 and issued date:
I f 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: 35.749055:- Longitude:-79.173709-'
5. Parcel ID(if applicahle); 9742-87-6667
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Eneincer: Marl: Ashness, PE License Number: 18894
Firm: Cr-. Group. Inc.
Mailing address: 301 Glenwood Avenue. Suite 221)
City: Ralcieh State: NC Zip: 17603--
Phone number: (919) i2-8790 Email Address: mark d,ce,_rnupinc.cnm
IV. WASTEWATER TREATMENT FACILITI' (WWTF) INFORMATION:
1. Facilitn Name: Pittsboro %VWTF Permit Number: NCO020354
Owner Name: Town of Pittsboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if difrerent than NNAVTF):
1. Permit Number(s): W(��4317 Downstream (Itceek ing) Sewer Size: 8 inch
S%stcm Wide Collection tiLxtem Permit Number(s) 61-applicable): WQCS00146
Owner Name(s): Town of Pittshnro
rORl1: rTA 04-16 Page I ol'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 A_greement (FORM: DEVI been attached?
❑ Yes [:]No ®NIA
3. If the Applicant is a liome/Pranerty Clu Hers' Association, has anqerational lreement (FC]IZhl: H been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater. (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ MedicaI / dental; veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater., 100 % Domestic/Commercial 'Y6 Commercial
_ % Industrial (See 15A NCAC 02 .0103 20 )
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under13A N;AC 02T 0114M? ❑ Yes ® No
D If yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow' °
No. of Units
Flow
I Bedroom Apartments
240 gallday
84
20,160 GPD
2 Bedroom Apartments
240 gal/day
144
34,560 GPD
3 Bedroom Apartments
360 gal/day
36
12,960 GPD
Amenity with Pool
10 gallperson
120
1200 GPD
gal/
GPD
gal/
GPD
Total
68,880 GPD
a See.15A NCAC 02T _0114 b d c t) and (e)f2 } 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, 42AA .
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1 A NCAC 0?T,01 I41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 68.880 GPD (per I5 NCACC 02T .0114]
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ RehabiIitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & I►1DC(Gravity Sewers);
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,590
DIP
8
578
PVC
i
➢ Section I1 & 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & I11DC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:. _ _
2. Approximate Coordinates (Decimal Degrees): Latitude: .- Longitude: _
3, Design flow of the pump station: millions gallons per day (firm capacity)
4. OperationaI point(s) of the pump(s): gallons per minute at.. feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station).
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 0?1.0�0.5fh)f11:
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than I5,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T ,0305(f) & (21 ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he nmvided fnr cawPr cvetPmc-
Setback Parameter*
Se aration Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
l$ 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 I1 impounded reservoirs used as a source of drinking water
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 see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
I0 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
➢ 15A NCAC' 02'r.03. 05ft*} contains alternatives where separations in 02T.0305{L) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water C_lassificatioly; webpage
D If noncompliance with 02T,0305(f) ❑r u* , see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200? ® Yes ❑ No ❑ N A
D This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC ' C 02T_0105(c)(6} (additional permits/certifications)? ® Yes ❑ No
Per I5A *i ' C tl'?T.0105(c1{61. directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N,A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NC'AC 021F, the Minimum Design Criteria far. the Permitting, of Pyfl p Stations
and -Force h'Iains (latest versio!j)F and the Ciravitv Sewer Minimum I)esiLm Criteria (lateen version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the rectuest is renuired prior to submittal of the Fast Track Application and supporting documents
2. ProfessionaI Engineer's Certification:
r Ice I J.attest that this application for
(Professional ngineer's name from Application Item II1.I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to he 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.
. ...... ...
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
(Signature Authority's
& title from Application Item I.3.)
I
SEAL
attest that this application for
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 143-215.613, 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:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
D10%loci of k%M(I J%t . (IIJI t VS Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Pittsboro
Project Name for which flow is being requested: Powell Place Apartment Homes
Afore than one ME ma'i. hu required for a single project if the owner of the Ii7iTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pittsboro Wastewater Treatment Plant
b. WWTP Facility Permit M NC0020354
AllJlows are in MGD
c. WWTP facility's permitted flow 0.750
d. Estimated obligated flow not yet tributary to the WWTP 0.051
e, WWTP facility's actual avg. flow 0.405
f. Total flow for this specific request 0.06888
g. Total actual and obligated flows to the facility 0.456
h. Percent of permitted flow used 61
11_ 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)3(B+C)
(E)a(A-D)
Design
Obligated,
Pump
Average Daily
Approx_
Not Yet
Total Current
Station
Firm
Flow"
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / p0,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
Powell
bl���
0.324
0.1296
0.081
0
0.081
0.0486
* The Firm Capacity 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.
*** 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): Town of Pittsboro Collection System
Downstream Permit Number: WQCS00146
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Elizabeth Goodson 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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Page 2 of 6
FTS E 04-16

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POWELL PLACE APARTMENTS
PITTSBORO, NC
USGS OVERLAY EXHIBIT
CE GROUP JANUARY 2019 NORTH
301 GLEN WOOD AVE. SUITE 220
RALEIGH,NC 27603 2,000' 1,000' 0 2,000'
PHONE: 9 T9.367-8790
www.cegmupinc.com
SCALE: 1" = 2,000'

TO: NCDENR — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E Mall: loeftegroopinc.com
Transmittal
DATE: 1 /14119
PROJECT NO: 12-15
Powell Place Apartments
Pittsboro, NC
Quantity
Drawing No.
Description
2 ea
Original 1 Copy
NCDENR DQW Fast -Track Application (FTA 04116)
1
Original
Flow Tracking 1 Acceptance (FTSE-04116)
1
Copy
Project Narrative
1
Original
USGS Map
1
Check
Permit Review Fee $480.00 — Check #10588
1
Copy
Location Map
N
N
RCgional office
REMARKS Please let us know if you require any additional information.

PROJECT NARRATIVE
The proposed Pittsboro Place Apartments is located on a +i- 15.78 acre tract within the
existing Pittsboro Place Planned Unit development within the Town limits of Pittsboro.
The proposed development will consist of the construction of 264 apartment units that
will included 1, 2, and 3 bedroom units along with the development of a clubhouse with
an outdoor swimming pool and amenity area for an overall flow rate of 68,880 gpd.
There is an existing 8-inch sanitary sewer outfall main (WQ 0024317) traversing through
the site which will require the relocation of approximately 730 if of this main. This
relocation will take place prior to extension of the new 8-inch main and is included in the
permitting linear footage. Once relocated this main will be certified prior to being placed
in service and new extension of main will commence.

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, February 19, 2019 9:50 AM
To: Robinson, Jason; Joe Faulkner
Cc: Mark Ashness; Deck, Erin M
Subject: RE: [External] Pittsboro Place Apartments
Joe,
We are reviewing the subject application ("Powell Place Apartment Homes" is the project name on the application).
Please provide the system wide collection system permit number for Pittsboro as required in Item VA of the
application.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Monday, February 18, 2019 2:33 PM
To: Joe Faulkner <[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Mark Ashness <[e-mail]>; Deck, Erin M
<[e-mail]>
Subject: RE: [External] Pittsboro Place Apartments
Hi Joe,
We received that on January 14th. Due to the volume of applications we received coupled with our other duties. It is
typically taking us between 5-8 weeks to review and issue permits. With that said, we should be able to review and have
that permit issued by the first of next week, if not earlier (pending no major issues with the application).
Thanks,
-Jason

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lawn and may be disclosed to
third parties.
From: Joe Faulkner <[e-mail]>
Sent: Monday, February 18, 2019 2:16 PM
To: Robinson, Jason <[e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Mark Ashness <[e-mail]>
Subject: [External) Pittsboro Place Apartments
Jason,
Hope all is well. Could you please update us on the status of a Sanitary Sewer Permit Fast Track Application for the
Powell Place Apartments in Pittsboro, NC.
Thanksl
Joe Faulkner, RLA
LEER AP
� r
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
r ,x
US Green Building Council Member