WQ0042205_Application (FTSE)_20201230

Mr. Jim Gonsiewski
NCDENR — Division of Water Resources
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Dear Jim:
DAvis • MARTIN • POWELL
ENGINEERS & SURVEYORS d„ 1 p
December 28, 2020
Re: Welden Park Apartments
Sewer Extension
DMP Project 18005RiC Department of
Environmental Quality
Received
DEC 3 0 2020
Winston-Salem
Regional Office
Thank you for your assistance on trying to track down this permit application. In the interest of
time we have decided to send in a new application. On behalf of the Owners in regards to the
referenced project, we are enclosing the following information for your review and approval:
• Two (2) copies of Fast -Track Sewer System Extension Application (FTA 04-16)
• Two (2) copies of Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-
16)
• Two (2) copies of 8.5x11 color USGS quad map
Two (2) copies of 8.5x11 color Aerial site map
$480 review fee
Welden Park Apartments LLC proposes to install 1140 LF of 8-inch sewer line and appurtenances
for the site located in Kernersville, NC.
We trust the enclosed information is complete and will allow for approval to be issued at an early
date. However, should you have any questions or require additional information, please contact
our office.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
Lisa Meadows
C: File
T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Welden Park 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: Patrick Woods per 15A NCAC 02T .0106(b)
Title: Manager N C Department Of
Environmental Quality
4. Applicant's mailing address: PO Box 14889 Received
City: Greensboro State: NC Zip: 27415-_
5. Applicant's contact information:
Phone number: 336 601-7530 Email Address: pwoods(cr7e,Reegionalproximitvassociates com Winston-Salem
Salem
off -ice
11. PROJECT INFORMATION:
1. Project name: Welden Park 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: W000_
3. County where project is located: Forsyth
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.075966' Longitude: 40.069754°
5. Parcel ID (if applicable): 6884-38-9134.00
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Michael P. Goliber License Number: 024968
Firm: Davis Martin Powell and Associates. Inc.
Mailing address: 6415 Old Plank Road
City: High Point State: NC Zip: 27265
Phone number: QL6) 886-4821 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Archie Elledge Permit Number: NCO037834
Owner Name: City of Winston-Salem
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00003
Owner Name(s): City of Winston-Salem
FORM: FTA 04-16 Page] of 5

VL , ° 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 Operational Agreement (FORM: HOA) 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 ❑ 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 0 % Commercial
0 % 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(f)? ❑ Yes ❑ No
If yes provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow'•b
No. of Units
Flow
Apartment Complex (1 bedroom units)
240 gal/Bedroom
90
21.600 GPD
Apartment Complex (2 bedroom units)
120 gal/Bedroomt
102
28,800 GPD
Apartment Complex (3 bedroom units)
120 gal/Bedroomt
12
2,880 GPD
Amenity Bldg & Pool
10 gal/Person
50
500 GPD
Business Office
25 gal/Person
6
I50 GPD
gal/
GPD
Total
53,930 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: 53.930 GPD (per 15A NCAC 02T .0114)
Y 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: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,140 PVC
➢ Section 11 & Ill 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
Vill. 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)(I):
❑ Standby power source or pump with 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
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 timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

11 1X. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(fl & (g)
ern _ _.,�:,...� +6n+ �1 011 1— rirlM fnr crwer SvOemS:
Y I7H IV l.F1l. vt l.W w��J wu,a As M, i, MUM'SOP wu�....... ...... ........
Separation Required
Setback Parameter*
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-1 waters of Class 1 or
Class 11 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, lake, 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
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ 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
Seethe Division's draft separation requirements for situations where separation cannot be meet
y No variance is required if the alternative design criteria specified is utilized in design and construction
F 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 .02002 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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 0105(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.04021 "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
S 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.
Page 4 of 5
FORM: FTA 04-16

X. . CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pumn 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:
name from Application Item Ill. L)
that this application for
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 Penmitting
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 1 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 15A NCAC 02T .0106(b):
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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 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: %�z o ZCj
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
r, •;;:,: , Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Welden Park Apartments, LLC
Project Name for which flow is being requested: Welden Park Apartments
Alore than one FTSE nary be regnired•(or a single project if the ouvner of the WIFTP is not responsiblefor all punp
stations along the route of the proposed wasteivater f1om.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: ARCHIE ELLEDGE
b. WWTP Facility Permit #: CC0037834
All flows tire in MGD
c. WWTP facility's permitted flow 30.000000
d. Estimated obligated flow not yet tributary to the WWTP 2.028307
e. WWTP facility's actual avg. flow 19.320000
f. Total flow for this specific request 0.053930
g. Total actual and obligated flows to the facility 21.402237
h. Percent of permitted flow used 71.3%
H. 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
(Name or Permit
Number) No.
(A)
(B)
Design
Average
Appiox,
Daily
Current
Firm Flow"
Avg, Daily
Capacity,(Firm/pf),
Flow,
MOD MGD
MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Total
Not Yet
Cm rent
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity',"*
SouthFork LS 5 14,400000 14.400000 7.015218 0.229310 7.244528 7.155472
AbbotsCreek LS 36 7.545600 2.523612 0.792033 0.073731 0.865764 1.657848
The South Fork Lift station operates as a basin transfer station. Staff is capable of allowing peak Flows to bypass the station and Flow to the Lower
Muddy Creek WWTP by gravity. Therefore no peaking factor is used when determining design average daily now.
-;—The Firm Capacity (design flow) of any pump station is oetmeu as rue maximum pruupcu rww
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 a 0.
Downstream Facility Name (Sewer): Archie Elledge
Downstream Permit Number: WQCS00003
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Courtney Driver 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 I1 plus all attached planning assessment addendum 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
Page 2 of 6
Date
PTSE 10-18

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