WQ0042572_Application (FTSE)_20210525

Monday, May 24, 2021
Baldwin Ridge Apartment Complex
Burlington, NC
Cover Letter for Fast Track Sewer System Extension Application
The project is located on a 10.62 Acre tract of land located in the Northwest quadrant of the
intersection of Baldwin Ridge Road and Morningside Drive in Burlington, NC.
The Project will include:
• Six (6) Apartment Buildings, each housing 30 apartment units (180 Total units)
0 36 One Bedroom Units
0 126 Two Bedroom Units
0 18 Three Bedroom Units
• One (1) Office / Amenity Area
NC Department of
The Application Package includes: Environmental Quality
• Application Fee ($480.00) Received
• Form FTA 04-16 MAY 2 5 2021
• Form FTSE 04-16
8.5 x 11 Color USGS Map
Street Level Map (Vicinity Map)
1001 Chestnut Drive
Phone [phone]
Winston-Salem
Regional Office

State of North Carolina
Department of Environmental Quality
DWR 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: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name: Baldwin Ridge Apartments, LLC (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3.
Signature authority's name: Jason DeBoer per 15A NCAC 02T .0106(b)
Title: Member / Manager
NC Department
of
Environmental
4.
Applicant's mailing address: PO Box 767
Quality
Y
City: Burlington State: NC Zip: 27216-
5.
Applicant's contact information:
'I
MAY Z 5 2021
Phone number: Q 6) 516-5048 Email Address: [e-mail]
Winston-$alem
Regional Office
II. PROJECT INFORMATION:
1.
Project name: Baldwin Ridge Apartments
2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3.
County where project is located: Alamance
4.
Approximate Coordinates (Decimal Degrees): Latitude: 36.113056' Longitude:-79.4211 V
5.
Parcel ID (if applicable): 138781
(or Parcel ID to closest downstream sewer)
I1I. CONSULTANT INFORMATION:
1. Professional Engineer: Jesse Wilson License Number: NCO18197
Firm: Wilson Engineering Group
Mailing address: 1001 Chestnut Drive
City: Smithfield State: NC Zip: 27577-
Phone number: 336 736-9267 Email Address: suds a a amail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: East Burlington Wastewater Treatment Plant Permit Number: NCO023868
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 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 HN/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 HN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No HN/A
4. Origin of wastewater: (check all that apply):
H Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(1)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow "b
No. of Units
Flow
Residentia - 1 BRl
240 gal/day
36
8,640 GPD
Residential - 2 BR
240 gal/day
126
30,240 GPD
Residential - 3BR
360 gal/day
18
6,480 GPD
Office
25 gal/day
1
25 GPD
640 SF Gym in Office Amenity Area
50 gal/day/100 SF
1
325 GPD
gal/
GPD
Total
45,685 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 45685 GPD (per 15A NCAC 02T .Ol 14)
➢ 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewersl:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
507
PVC (SDR21)
8
20
DIP (401
PROTECTO
COATED)
➢ 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (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. Operational 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 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(E):
➢ 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 15,000 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)(1)(C):
➢ 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 timeftames, 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) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems
Setback Parameter*
Separation 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)
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
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 (see item IX.2)
50 feet
**Any other stream, take, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), 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 02B .0200? ❑ Yes ❑ No ® N/A
➢ 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 02T.0105(c)(6) (additional permits/certifications)? ® Yes [—]No
Per 15A NCAC 02T.0I05(c)(6), 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
mspec tons ocumen a per a or tHe perms ee s m tvt ua ys em- t e rollection perms .
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest 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 request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
that this application for
(Professional Engineer's name from Application Item 11I.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, 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 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I SA NCAC 02T .0106(b):
511 tom. fb7eW(w Kt Fattest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 Environment and Natural Resources
Division of Water Resources
-- - Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-18)
Entity Requesting Allocation City of Burlington
Project Name for which flow is being MILIcsted: Baldwin Ridge Apartments
�Ww e rhan one FTSE innp he required. fin- a single proicer i/'the owner of the IV117P is nol responsible for rdlptimp stalions along
the route q/ 1he proposed ivasteivaierJlmr_
I. Complete this section only if you are the owner Of die wastewater trealmeol plant.
a. WWTP Facility Name: East Burlington WWTP
b. WWTP Facility Permit 4: NC 0023868
c. WWTP facility`s permitted flow
d. Estimated obligated flow not yet tributary to the W W'FP
c. WWTP facility's actual avg, flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
All flows tyre in .49GD
12.00
1.910073
5.0740
0.045685
7.029759
58.6%
1I. 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 W WT.P
: None
(A)
(B) (C)
(D)=(B+C) (E)=(A-D)
Obligated,
Total
Design
Approx, Not Yet
Current Flow
Firm Average Daily
Current Avg. Tributary
Plus
Pump Station Capacity, * Flow**
Daily Flow, Daily Flow,
Obligated Available
Name GPD (Firm/pf), GPD
GPD GPD
Flow Capacity —
NONE
* 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 pumpstation 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 < 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
Tarpley Street Outfall
Not Known
Pa e 1 of 2 FTSE 10-18

Certification Statement:
L W. "Todd Lambert, P.E. certifv to the best of my knowledge that the addition of the
volume of wastewater to be pennitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow f3om 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 asssessment where applicable. This analysis has been
perfrnned 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 it plus all attached planning
assessment addendums for which I am the responsible party. Signature of this firm certifies that Tile
receiving collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater,
Signing Qljicial Signature
City Engineer
Title of Signing Official
Dale
Pa e 2 of 2 FfSE 10-1

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
ssys�t<ronaevedrres *:say¢,, Flow Tracking/Acceptance for SewerFxtension Permit Applications
(FTSE 10-18)
Enity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Baldwin Ridge Apartments
More than one FTSE nsay be required for a single project if the owner of the WWTP is not responsible for all pianp stations along
the route ofthe proposed wasteirater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: East Burlington WWTP
b. W W"IT Facility Permit M NC 0023868
A11 flows are in MGD
c. WWTP facility's permitted flow
12.00
d. Estimated obligated flow not yet tributary to the WWTP
1.910073
c. WWTP facility's actual avg. flow
5.0740
f Total flow for this specific request
0.045685
g. Total actual and obligated flows to the facility
7.029758
h. Percent of permitted flow used
58.6%
If. 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:
None
(A) (B) (C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Total
Design Approx. Not Yet
Current Flow
Firm Average Daily Current Avg. Tributary
Plus
Pump Station Capacity, * Flow** Daily Flow, Daily Flow,
Obligated
Available
Name GPD (Firm/pf), GPD GPD GPD
Flow
Capacity***
NONE
* 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 pumpstation 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 s 0.
Downstream Facility Name (Sewer) TarpleyStreet Outtall
Downstream Permit Number:
Not Known
Page 1 of 2 FTSE 10-18

Certification Statement:
1, W. Todd Lambert, 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 primp station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning asssessment where applicable. This analysis has been
performed hi 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 certifies that the
receiving collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
-- AZ--.__ 5-ZI-21
Signing Official Signature
City Engineer
Title of Signing Offlcial
Date
Page 2 of 2 FTSE 10-18