WQ0042411_Application_20210401

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
RtutivED/NCDEQ/DWR
MAR 2 9 2021
Application Number: XI(Y6b` ,211 ( (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
MOORESVILWQROS
LE REGIONAL OFFICE
1. Applicant's name: Troutman Land Investments, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Keith D. Troutman per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: PO Box 507
City: Concord State: NC Zip: 28026-0507
5. Applicant's contact information:
Phone number: [phone] Email Address: kdt8404(a,hotmail.com
II. PROJECT INFORMATION:
1. Project name: Troutman Enterprises, Inc.
2. Application/Project status: ® Proposed (New Permit)
❑ Other
❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4419° Longitude: -80.6175°
5. Parcel ID (if applicable): 5611-98-1943
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: R. Dale Fink License Number: 14883
Firm: AWCK, Inc.
Mailing address: 120 South Main Street
City: Kannapolis State: NC Zip: 28081-
Phone number: [phone] Email Address: [e-mail]
� 3 I3
IV. WASTEWATER TREATMENT ACILIITTY (WWTF) INFORMATION:
1. Facility Name: Rocky River Wastewater Treatment Facility Permit Number: NC0036269
Owner Name: Water and Sewer Authority of Cabarrus County
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 I 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
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes
® No
® No
Establishment Type (see 02T.0114(f))
Daily Design Flow a°''
No. of Units
Flow
3 bedroom residential
360 gal/unit
14
5040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5040 GPD
a See 15A NCAC 02T .01 14(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: 5040 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
21
DIP
6
224
PVC
2L1S
➢ 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:
4. Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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)
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided 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)
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 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ® No
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.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 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 0 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, R. Dale Fink
(Professional Engineer's name from Application Item III.1.)
attest 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 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Keith D. Troutman, President
(Signature Authority's name & title from Application Item I.3.)
unuu,p,
Al���:
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 143-215.6B, 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.
Date: %V /2..Z1Z(92%)
FORM: FTA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF Cabarrus
Permit No.WO O) )' I I
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Troutman Land Investments, Inc. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Cabarrus County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, Troutman Land Investments, Inc. (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
TINT)T K. TNTA7 /17 1!l T„,". 1 .,F^l

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Troutman Land Development, Inc.
MANAGEMENT COMMISSION Name of DEVELOPER
S. Daniel Smith
Director, Division of Water Resources
(Date)
By: `'
(Signature
Keith D. Troutman, President
Print Name and Title
(Date)

er--- _ _ L"`-� 441
si
A
,QENNy zit;
N
N
m
--WINDS0R-PL NE
CEPrTgALDR
N
CT)
M
HARRIS-STD NW
37Jt1IJ 3Nldf

{; Cabarrus
SOUTH
1191 Central Drive
Concord, NC
Cabarrus County PIN 5611-99-0097
Lat: 35.44019516714997 Lon: -80.61458694908653

Zir
NORTH CAROLINA
High Performance Living
:AIu■■■■■■uIII
February 9, 2021
Troutman Land Investments, Inc.
Keith D. Troutman, President
P.O. Box 507
Concord, NC 28026-0507
P) 704-782-3105
E) [e-mail]
635 Alfred Brown Jr Court SW., P.O. Box 308, Concord, NC 28026-www.concordnc.gov
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Troutman Enterprises
City of Concord Project # 2021-003 & Accela PRS2020-02687
Receipt Date: January 8, 2021 (Complete Package)
February 8, 2021 (WSACC Approval)
Engineering Plan Seal Date: August 20, 2020
WSACC Rocky River WWTP — NC0036269 City of Concord, Cabarrus County, North Carolina
Dear Mr. Troutman:
This letter is to confirm that on January 8, 2021, our office received the Troutman Enterprises
engineering plans and specifications, a digital copy of the engineering plans, and private wastewater
collection system application, as prepared and sealed by R. Dale Fink, NCPE, with AWCK, Inc. for the
private wastewater collection system extension consisting of approximately 245 linear feet of 6-inch
private sanitary sewer with 1 manhole, cleanouts, and other appurtenances to serve 14 3-bedroom
residential units located off/on of Central Drive NW, with a domestic wastewater discharge of 5,040
GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 5,040 GPD based on the information indicated on the
NCDENR Fast Track application for the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN
DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY OF
CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS ANY
LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD -
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
Engineering
Phone [phone] • Fax [phone]

USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS FOR
MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All applicable
permits associated with this project must be obtained and copies must be presented on site prior to
commencement of the work.
IMPORTANT: Troutman Land Investments, Inc. must submit a copy of the NCDEQ-Division of Water
Resources, Non -Discharge approval letter and authorization to construct permit and a copy of the
engineer's final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system. The City of Concord must be present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Gary Stansbury, Construction Administrator, at (704) 920-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A NCAC
02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable. This does not constitute an acceptance of any part of the project that does not
meet North Carolina Administrative Code Title 15A 02T.0300, as applicable. Failure to comply may
result in penalties in accordance with North Carolina General Statute § 143-215.6A through § 143-215.6C,
construction of additional or replacement facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and maintenance of the
subject private wastewater collection system that is located on the property beyond the public utility
easement/rights-of-way.
Troutman Land Investments, Inc. will be responsible for complying with the regulatory requirements in
accordance with North Carolina Administrative Code Title 15A 02T.0300, the maintenance and operation
of the private wastewater collection system, and obtaining the required permit approvals associated with
the private wastewater collection system. Please review this section of the Administrative Code prior to
submitting your application to the State. If the permit applicant is unable to perform all of the operation
and maintenance duties required by the State's Administrative Code, a private wastewater collection
system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable water
service from the City of Concord's public system if improper operation and maintenance of the private
system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service activation,
Troutman Land Investments, Inc. must complete the NCDEQ DWR regulatory requirements in
accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and the Troutman
Land Investments, Inc.'s engineer must certify that the private wastewater collection system has been
installed in accordance with North Carolina Administrative Code 15A NCAC 2T. A copy of the
engineer's certifications, private system final approval/acceptance letter, and correspondences, as
applicable must be submitted to the City of Concord.

Sincerely,
City of Concord
Sue Hyd
Digitally signed by
Sue Hyde
Date:2021.02.19
17:49.10-05'OO'
M. Sue llyde, PE
Director of Engineering
Date
Attachments: WS,ACC Approval Letter
FTSE-01114 signed by Sue 141. Hyde on 1/22/2021
lt'15e.-01114 signed by J. Thomas Hahn, on 21212021
Electronic co:
Project02021-003
AWCK, Iac,
R. Pule Funk
t20 South Main Street
1Cnnnapolis, NC 28081
P)704-938-1515
E) dfin kri??a%.ck.com
Sincerely,
City of Concord
fikat
Thomas A. Bach, PE
Engineering Manager
Water R -ource
2 2Z/Z0AI
Thomas A. Hach. Engineering Manager, Wastewater Resources, bacht�t .concotduc.gav
Gary Stansbu y, Construction Administrntor, [e-mail]
M. Sue Hyde, Director ofi.nginecring, hydcs3cormordnc.gov
Date

North Carolina Secretary of State Search Results Page 1 of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
Troutman Land Investments, Inc.
Information
Sosld: 0151858
Status: Current -Active O
Date Formed: 9/12/1979
Citizenship: Domestic
Fiscal. Month: December
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Troutman, Keith D.,
Addresses
Principal Office Reg Office Reg Mailing
2005 S Cannon Blvd 2005 S Cannon Blvd 2005 S Cannon Blvd
Kannapolis, NC 28083 Kannapolis, NC 28083 Kannapolis, NC 28083
Mailing
Post Office Box 507
Concord, NC 28026-0507
Officers
President
Keith D Troutman
PO Box 507
Concord NC 28026-0507
https://www.sosnc.gov/online_services/search/Business_Registration_Results 3/30/2021

aw alley, willia s, car
OKEngineering ® Land Surveying
December 21, 2020
NCDENR
Water Quality Section
610 East Center Avenue, Ste 301
Mooresville, NC 28115
Attn: Ori A. Tuvia, Environmental Engineer
Re: 1191 Center Drive
Concord, NC 28025
Private Sewer Extension
Dear Mr. Tuvia,
en y: kin , inc.
• Construction Inspection.
RECEIVED/NCDEO/DWR
MAR 2' 9 2021.
WOROS
MOORESVILLE REGIONAL OFFICE
Please find enclosed the following:
• One (1) original and one (1) copy of the Fast Track (FTA 04-16) Application
• Application Fee
• Figure 1 — USGS Partial Topographic Map
• Figure 2 — Aerial Image
• Figure 3 — Cabarrus County GIS Partial Property Map
• Developer's Operational Agreement
• City of Concord's and WSACC's executed FSTE downstream sewer flow capacity
assurance forms
• WSACC flow acceptance letter and the City of Concord's Willingness to Serve" letter.
The developer plans to construct seven duplex units and wants to extend a private six inch sewer
line from the existing ten inch public sewer main owned by the City of Concord, located at the
rear of his property and extend it 245 linear feet to the east on his property to serve the proposed
duplexes.
We appreciate your assistance with this project. If you have any questions or comments please
contact me at 704-305-4132, or [e-mail].
Sincerely,
AWCI . Inc.
Encl.
120 S. Main Street (28081) - P.O. Box 1248 - Kannapolis, North Carolina 28082
Tel. - [phone] - Fax - [phone] - awck.com
ESTABLISHED - 1960

ani alley, Williams, carmen & king,
OK
Engineering • Land Surveying • Construction. Inspection
December 21, 2020
NCDENR
Water Quality Section
610 East Center Avenue, Ste 301
Mooresville, NC 28115
Attn: Ori A. Tuvia, Environmental Engineer
Re: 1191 Center Drive
Concord, NC 28025
Private Sewer Extension
Dear Mr. Tuvia,
RECEIVED/NCCEQ/Dwp
MAR 2 9 ''.ot'I
WORDS
MOORESVILLE REGIONAL OFFICE
Please find enclosed the following:
• One (1) original and one (1) copy of the Fast Track (FTA 04-16) Application
• Application Fee
• Figure 1 — USGS Partial Topographic Map
• Figure 2 — Aerial Image
• Figure 3 — Cabarrus County GIS Partial Property Map
• Developer's Operational Agreement
• City of Concord's and WSACC's executed FSTE downstream sewer flow capacity
assurance forms
• WSACC flow acceptance letter and the City of Concord's Willingness to Serve" letter.
The developer plans to construct seven duplex units and wants to extend a private six inch sewer
line from the existing ten inch public sewer main owned by the City of Concord, located at the
rear of his property and extend it 245 linear feet to the east on his property to serve the proposed
duplexes.
We appreciate your assistance with this project. If you have any questions or comments please
contact me at 704-305-4132, or [e-mail].
Sincerely,
AWCI Inc.
Dale F
Encl.
PLS
120 S. Main Street (28081) - P.O. Box 1248 - Kannapolis, North Carolina 28082
Tel. - [phone] - Fax - [phone] - awck.com
ESTABLISHED - 1960

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Troutman Enterprises —(Project #2021-003 & Accela PRS2020-02687)
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord City of Kannapolis Town of Harrisburg ❑Town of Mt. Pleasant
Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Troutman Enterprises —(Project #2021-003 & Accela PRS2020-02687) Units: 14
Description: The Troutman Enterprises engineering plans and specifications, as prepared and sealed by R. Dale Fink, NCPE,
with AWCK. Inc., for the private wastewater collection system extension consisting of approximately 245 linear feet of 6-inch
private sanitary sewer with 1 manhole, cleanouts, and other appurtenances to serve 14 3-bedroom residential units located
off/on of Central Drive NW, with a domestic wastewater discharge of 5,040 GPD.
What is the quantity of flow that will be discharged? 5,040 GPD
Flow type:
® Domestic 100 % ❑ Commercial
❑ Industrial
Section 1- List the Jurisdiction's pump stations located between the project connection point and the WSACC
rceptor connection point.
Pump Station
(Name or Number)
Finn Capacity *
MGD
(A)
Design Average Daily Flow *a`
(Firm/pi)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D1=(B=-C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
" 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 not less than ZB.
"*i°A Planning Assessment Addendum shall he attached for each pump station located between the project connection point and the W\ TP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, M. Sue Hyde, certify that, to the best of my knowledge. the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Sue Hyd
Digitally signed by Sue Hyde
pate: 2021.01.22 18:38:29
-05'00'
,jurisdiction 's Signing Official Signature Date
Revision Date: 03i09 13