WQ0042109_Application (FTSE)_20201112

State of North Carolina
MR 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 Numberw Qoo qZ (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: The Landing at Westmott, 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: Barry Siegal per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: PO BOX 16168
City: HIGH POINT
5. Applicant's contact information:
State: NC Zip: 27261-_
Phone number: 336 292-9010 Email Address:
II. PROJECT INFORMATION:
NC Department DI
Environmental Quality
&,,- Received
NOV 12 2020
Winston Salem
Regional C:.: z
1. Project name: WESTMORELAND PLACE PHASE 2
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: Guilford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.056621' Longitude:-80.011492'
5. Parcel ID (if applicable): 171314, 226516, 227022
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Chuck Trubv License Number: NC 14984
Firm: CPT Engineering and Surveving Inc.
Mailing address: 4400 Tuning Street
City: High Point State: NC Zip: 27265
Phone number: [phone] Email Address: chuckt6cotengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Eastside Wastewater Plant Permit Number: NCO024210
Owner Name: City of High Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_
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 ®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))
"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 "b
No. of Units
Flow
Single Family 3-bedrooms
90'galBedroom x 3 = 270
52
14,040 GPD
gat/
GPD
gal/
GPD
Total
14,040 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: 14,040 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- I6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
1,383
SDR-26
8"
258
DIP
➢ 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)(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 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

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)
i
15A MC Ar MT MMIA rnntains minimum senaratinm that shall he nrovlded for sewer systems:
® Yes ❑ No
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-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
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
36inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
FORM: FTA 04-16 Page 4 of 5

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.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
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 5 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:
I, Chuck Trubv attest that this application for
(Professional Engineer's name from Application Item III.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 143-215.6B, 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. ���••.....���
North Carolina Professional Engineer's seal, signature, and date:
SEAL
149E4
Q'I
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I The Landing at Westmott LLC — Barry Siegal Manager attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Westmoreland Place Phase 2 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 certificatio application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10 as well as vil penalties up to $25,000 per violation.
lq & " "J Date: /0 /-/ / �L D
FORM: FTA 04-16 Page 6 of 5

State of North Carolina
Department of Envirounental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
1)Ivlslon of Water Resources (FTSE 10-18)
Application Number: 2020-156
Entity Requesting Allocation: The Landing at Westmont, LLC
Project Name for which flow is being requested: Westmoreland Phase 2
More titan one FTSE ntgp be requiredfor a single project Ifthe owner of the IVIVTP Is not responsible for ell pump
stations along the rode of the proposed ipasteii aterpolp.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility name: Eastside WWTP
b.
WWTP Facility Permit N: NC-0024210
All flolvs are In MGD
c.
WWTP facility permitted flow:
26.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
0.8138
e.
WWTP facility's actual average flow:
15.8250
f.
Total flow for this specific request:
0.0140
g.
Total actual and obligated flows to the facility:
16.6528
It.
Percent of permitted flow used:
64.05%
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) (n)
(C)
(D)-(n+C)
(E)=(A•D)
Pump Pump Ftmt Design Approx.
Obligated,
Total Cunene
Available
Station Station Capacity Average Current
Not Yet
Flow Plus
Capacity'
(Name or Permit Daily Flow' Avg. Daily
Tributary
Obligated
Number) Number (Pism/pt), Flow,
Daily Flow,
Flow
bIGD hIGD MGD
blGD
hIGD
ItIGD
W.xM.w W000243W 2.2320 0.9928 0.5501
0.4258
0.9759
40851
Ril<,dlle WQM8572 20.088E 11.484E 8.3996
0..7968
9.1958
2,2884
• NWA MA M/A MWA
M/A
LNIA
MA
MA MA MA MIA MIA
MIA
MIA
*WA
MWA MA MIA MIA M/A
MIA
MIA
MIA
"Tile Fil'nl Capaelty (design now') Of nay PUn1P station is deaned os n@ n1oa1111m11 llWltpid Holy that
can be achieved with the largest pump taken out of service.
Design Average Flow Is llte arm capacity of the pump slnlion divided by the peaking fnetor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of Ilse hiinimunl Design Criteria.
""" A Plnnning Assessment Addendum slmll be attached for each pmnp stnlion located
behycen Ilse
projcd connection Point and the WWTP where the Available Cnpacily Is 5 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Pagel of 6 FTSE 10-18

111. Certification Statement
I, Terry 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 on 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 1 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.
Signing
PVAUC SOV C&S 61R4rel—OR
Title of Signing OJJIeial
10/2712020
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 (F) 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
Zo
Page 3 of 6
FTSE 04-16

Public Services Department
Terry L. Houk
DIRECTOR
NORTH CAROLINN S INTERNATIONAL CITY'
October 28, 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 14,040 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,
/c
Terry L. HF6uk
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

(PRIVATE PORTION
REF: USGS QUAD MAPS
KERNERSVILLE, N.C.
2016
EN6INEERIN6 AND SURVEYING, ING.
LAND OeVELOPMENT C4WILTINS
CORPORATE LIGEN5E NUMBER C-1315
4400 TYtUNS STREET
HIGH POINT, NORTH GAROLINA 2-1265
PHONE. (Mb) 812-0000 w FAY- ") 612-6100
�--� PROP05ED 5ANITARY 5EY ER
EXI5TIN6 5ANITARY 5EVER
WESTMORELAND PLACE
PHASE 2
U565 QUAD MAP
HIGH POINT, NG
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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] • Fax [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 90 gallons per bedroom per day for a total flow allocation of 14,040 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
CIB2 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

SOSID: 1598631
Date Filed: 5/30/201711:36:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2017 150 01360
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: THE LANDING AT WESTMOTT, LLC
(See Item I of the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles of organization in the capacity of a member, organizer or both.
Note: This document must be signed by all persons listed.)
[Name / Address / Capacity]
S. Leigh Rodenbough IV, Organizer
230 N. Elm Street, Suite 2000
Greensboro, NC 27401
3. The name of the initial registered agent is: BARRY S. SIEGAL
4. The street address and county of the initial registered agentoffice of the limited liability company is:
3929 Tinsley Drive, Suite 104
High Point, NC 27265
Guilford County
5. The mailing address, if different from the street address, of the initial registered agent office is:
PO Box 16168
High Point, NC 27261
Guilford County
6. Principal office information: (Selecteither a or b.)
a. ❑ The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street:
City:
State:
Zip Code:
County:
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised December 2016) 1 (Form 1,-01)

The mailing addressif different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. 19 The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity)
are attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in
dre creation document
Name
Title
Business Address
Barry S. Siegal
Manager
PO Box 16168
High Point, NC 27261
9. (Optional): Please provide a business e-mail address: Privacy Redaction
The Secretary of State's Office will e-mail the business auto
a document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
This is the day of May, 2017.
THE LANDING AT WESTMOTT, LLC
0(1- 9-7D
IV ignature
S.Leigh Rodenbough IV, Organizer
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature
Type and Print Name and I tt e
Signature
Type and print Name and Title
NOTE:
I. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626.0622
(Revised December 2016) 2 (Form L-01)

Engineering & Surveying, Inc.
November 11, 2020
NC Department of
Environmental Quality
North Carolina Department of Environment and Natural Resources
Received
Water Quality Section
NOV 2 ZO2�
450 West Hanes Mill Road, Suite 300
Winston-Salem, N.C. 27105
Winston-Salem
336-776-9800
Regional Office
Re: Fast -Track Application (FTA 04-16)
For: WESTMORELAND PLACE PHASE 2, Private Sewer System Extension
Guilford County, High Point, NC
On behalf The Landing at Westmott, LLC , we are submitting herewith for your review and approval the following
documents relative to the above referenced project:
(2) Fast -Tract Application package
(2) Flow Tracking / Acceptance form and letter
(1) Check in the amount of $480.00
Specifications for this project will be per the City of High Point standards and specifications. We respectfully request
your review and approval of these items. If you have any questions or need any additional information, please give
me a call.
Thank you for your assistance with this matter.
Sincerely,
CPT Engineering and Surveying, Inc
.Tim Bau"
Tim Lauer
Enclosures
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cntengineering.com