WQ0042109_Application Attachment_20201201

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 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 % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e,b
No. of Units
Flow
Single Family 3-bedrooms
120 gal/Bedroom x 3 = 360
52
18,720 GPD
gal/
GPD
gal/
GPD
Total
18,720 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.
Wastewater generated by project: 18,720 GPD (per 15A NCAC 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

NARRATIVE
FOR
WESTMORELAND PLACE PHASE 2
PRIVATE SANITARY SEWER EXTENSION
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
October 22, 2020
OWNER/DEVELOPER:
The Landing at Westmott, LLC
Contact: Barry Siegal
PO BOX 16168
High Point, North Carolina 27261
[phone]
CPT Engineering and Surveying, Inc.
4400 Tyning Street High Point, NC 27265
Phone [phone] ooFax [phone]

WESTMORELAND PL / LANDING AT WESTMOTT:
Private Sanitary Sewer Extension
PROJECT DESCRIPTION
The project is located on an approximately 16.6 acre tract in Guilford County, High
Point, NC. The purpose of the project is to construct 52 single family homes for sale with
associated paved roads including extension of existing water and sewer service. The
proposed water and sewer extensions will be privately owned and maintained system
until transferred to The City of High Point. The Proposed private sanitary sewer system
will consist of 8" Gravity Sewer serving 52 single-family lots. The allocation is based on
a flow rate of 120 gallons per bedroom per day for a total flow allocation of 18,720 GPD.
SITE DESCRIPTION
The site consists of 16.6 acres more or less, site is vacant.
ADJACENT PROPERTY
Land use in the vicinity is a mix of single residential, multi -family and agricultural uses.
The site fronts along Johnson St (SR1818) at 4626 Johnson Street
SOILS INFORMATION
Per the Guilford County Soil Survey the soil in the project area is mapped as
CaB Casville sandy loam, 2 to 6 percent slopes
CkB Clifford sandy loam, 2 to 6 percent slopes
CkC Clifford sandy loam, 6 to 10 percent slopes
C1B2 Clifford sandy clay loam, 2 to 6 percent slopes
CnA Codorus loam, 0 to 2 percent slopes
EnB Enon fine sandy loam, 2 to 6 percent slopes
EnC Enon fine sandy loam, 6 to 10 percent slopes
NaB Nathalie sandy loam, 2 to 6 percent slopes

Public Services Department
Terry L. Houk
DIRECTOR
NORTH CAROLINAS INTERNATIONAL CITY'
November 24, 2020
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Project: Westmoreland Phase 2
Private Sewer
Applicant: City of High Point, NC
Dear Sir or Madam:
This is to acknowledge that the City of High Point will accept for treatment in the Eastside
Wastewater Treatment Plant (Permit #NC0024210), wastewater flow from the above referenced
project in the amount of 18,720 GPD, which will be discharged to facilities operated and
maintained by the City of High Point.
If further information is needed, please let me know.
Very truly yours,
Terry L. Hb c
Director of Public Services
TLH/tab
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax:[phone] Phone:[phone] TDD:336.883.8517

State of North Carolina
f; Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
Divisloti of kl4ater keaourc:ea (FTSE 10-18)
Application Number: 2020-:1567777
Entity Requesting Allocation: The Landing at Westmont, LLC
Project Name for which flow is being requested: Westmoreland Phase 2
More that: one FTSE may be required for a single project ifAle olvner of floe lf'IYTP is not responstbhe for ell pimp
stollotts along the route of fiieproposed7Va.Tteivaterj7oiv.
1. Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP Facility name: Eastside WWTP
b. WWTP Facility Permit #: NC-0024210
All flows are ill MGD
c. WWTP facility permitted flow;
26.0000
d. Estimated obligated flow not yet tributary to the WWTP:
0.8257
e. WWTP facility's actual average flow:
15.8250
f. Total flow for this specific request:
0.0187
g. Total actual and obligated flows to the facility:
16,6694
h. Percent of permitted flow used:
64.11%
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)=(B+C)
Pump
Pimp
Finn
Design
ApproK
Obligated,
Total Current
Available
Station
Station
Capacity
Average
Current
Not Yet
Flaw Plus
Capacii}?
(Name or
Permit
Daily Flaw''
Avg, Daily
Tributary
Obligated
Number)
Number
(Finn/pr)
Flow,
Daily Flaw,
Flow
AiGD
MGD
MOD
MGD
MGD
MOD
WetwView
W000243M
ID20
e.8929
05501
0.4305
0.9sm
.0.0878
Rive,dle
WQOM572
30.0887
11.4942
8.3996
allow
—
ANJA
ANIA
MIA
EWA
MA
MNJA
MA
MA
AMA
XN/A
*MA
MA ANIA ANIA AN/A M/A AN/A
-The Firm Capacity (design flow) of any pump station Is defined as the m ndmum pumped flow that
can be achieved with the largest pump taken out of service.
--Design Average Flow Is the firm capacity of the pump station divided by the pealing factor (po not
less than 2.5, per Section 2A2(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum Amll be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is 5 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
9.2005
MA
W/A
ANJA
2.2837
WIA
ANIA
AN/A
Page 1 of 6 FTSE 10-18

I1I. Certification Statement
I, Teny Houk 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.
Signing O/flctal
P l&,ea SEeylecs 6IRc- cTo.2
79rle of Signing Official
I 1 /24/2020
Date
Page 2 of 6 FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Davis -Martin -Powell and Associates, on behalf of the City of High Point submitted a permit
modification for the Waterview Pump Station that was approved on April 22 2020 This
increased the pump station to 2.232 MGD (1,550 GPM). Davis -Martin -Powell is currently
designing a new force main that would increase the lift station to 2,550 GPM. This could be
completed within 6 months from the notice to proceed.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official
/,
Page 3 of 6
FTSE 04-16