WQ0038537_Regional Office Historical File Pre 2018

DO
Water Resources
RONMENTAL OUALiTY
July 14, 2016
Tim Pratt, Member/Manager
The Waldron Group, LLC
1235-E East Blvd., Suite 155
Charlotte, NC 28203
A
PAT MCCRORY
Governor
I R. VAN DER VAART
Seerenny
S. JAY ZIMMERMAN
Directo
Subject: Permit No. WQ0038537
The Waldron Group, LLC
Waldron Grove Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Pratt:
In accordance with your application received June 9, 2016, and additional information received July 11,
2016, we are forwarding herewith Permit No. WQ0038537 dated July 14, 2016, to The Waldron Group,
LLC (Permittee) for the construction and operation upon certification of the subject wastewater collection
system extension, This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11,4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. 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
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding,
State of North Carolina I 1 IlYvirc 33itfieutaJ Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office] 610 ,East Center Avenue, Suite 301 I Mooresville, North Carolina 28119
704 663 1699

SUPPLEMENT TO PERMIT COVER SHEET
The Waldron Group, LLC.is=hereby authorized to:
Construct, and then operate upon certification the -aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in•the Charlotte Water McAlpine. Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
.Permitting of this project does not constitute an acceptance of.any part of the project that does not meet
15A NCAC 2T.; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria forthe Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable,, unless specifically mentioned herein: Division approval
is based on -acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
•
Construction and operation is contingent upon compliance with the Standard Conditions and anySpecial
Conditions identified below. •
I. - SPECIALCONDITIONS
•
1. , No flow in excess of the quantity permitted herein, 4,560 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T:0304(b)1
2. This permit shall become voidable unless the agreement between The Waldron Group, LLC and
• '• Charlotte Water for the collection and final treatment of wastewater is in full force and'effect. [15A
NCAC 02T.0304(h)]
3. The Operational Agreement between the'Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall:subject the Permittee to all sanctions provided by North
Carolina General.Statutes §143-215.6A to §143-215.6C for violation of or failure to act 'in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire forthe wastewater collection facilities
to change ownership, or there is a name change' of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, .and other
supporting materialsas may be appropriate. The approval of this request shall be considered on its.
merits and mayor may not be approved.[15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for •
the Fast-Track.Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
• other supporting materials. unless specifically mentioned herein. [15A NCAC 027.0110]
Page 4 of 8

This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent -discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C. '
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as Mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service, by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. 0ne copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
Page 6 of 8

I
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
*on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the Life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITEE:
PERMIT #:
PROJECT:
ISSUE DATE:
The Waldron Group, LLC
WQ0038537
Waldron Grove Townhomes
July 14, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (Elperiodically, weekly, full time) the construction of the
project name and location as referenced above for the above Perrnittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
L1 Final 0 Partial (include description
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina [Environnsental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office{ 610 East Center Avenue, Suite 301 I Mooresville, North. Carolina 28115

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. U!Qof, 3853 %
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this j day of
1 i , aalL' , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
The Waldron Group, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling Units and other improvements, said development to be known
as Waldron Grove Townhomes
(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, the (Unit Owners' Association) The Waldron Group, LLC (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 and repair.
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 and law.
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 and Declaration.
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.
FORM: DEV 08-13 Page 1 of 2

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.
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 may require 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 a permit.
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
N • G r EDIT COMMISSION
e�c S. Jay Zimmerman, P.G.
Director, Division of Water Resources
1
(Date)
The Waldron Group, LLC (Tim Pratt)
Name of DEVELOPER
By:
(Signature)
Tim Pratt (Member/Manager)
Print Name and Title
FORM: DEV 08-13 Page 2 of 2

n of Vier Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC orr ,03o0 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Qpp.=.n 53 7 (t� h ;� trtctc i' v t:t yRl
All items must be completed or the application mill be returned
APPLICANT` INFOR''t'IATI'C:)N:
1. Applicant's name: The 1r✓a,ldron Group. LIT (company, municipalrty, I4t A, utility°, etc.)
2. Applicant type: Individual [ Corporation 'LI General Panne rship [ Privately -Owned Public Utility'
LI Federal E State/County El M.unicilaa
t Pratt per 15A ;NCAC 02�I 010ti(h]
Si'naturc authorrty's Haute: Tin
Title: Member'Mana er
4, Applicant's mailing address: 1235-fI?a t.Blvd., Suite,1S5
City: Charlotte State: NC
Applicant's contact information:
Phone nurnber, [phone] Email Address: tin.
IL PROJECT INFORMATION:
Zip: 2820,3-___
rhuilders.corn
Project name: Waldron Grove 9"ownhomuy (formally New Life '°I°ownhorne j
Application/Project status:
[I Other
Proposed (New Permit) [] I xi.stirtg Permit/Pr
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the e:cisting permit number: WQ00
3, County where project, is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.()89`" Long ittrde: 40.,808
5, Parcel ID (if applicable): 211-25-106
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
l , Professional Engineer: Nathan Doolittle License Number: 31321,,
Firm. LandDesign, Inc
Mai mg address: 223 N. Graham St
City Charlotte State: NC Zip: 2202
Phone number: [phone] Email Address: ndoolittle i'landdesign_com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: McAlpine Creek, Irwin Creek. Sugar 'reek WWTP Permit Number: NCOO: 497Q, ry'C002494 , NC0024937
Owner Name: Charlott Water
RECEIVING DOWNSTREAM SE
1. Permit Number(s): WQ
ri:R INFORMATION (if different than WF):
Downstream (Receiving) Seiner Size: 8 inch
System Wide Collection System Permit Nurnber(s) (ifapplicable): WQCS000 1.
Owner Name(s): Charlotte Water
FORM: FTA 04-16
Page 1 of 5

No
GENERAL REQUIREIMEE.N'fS
. If the .Applicant is a Privately -Owned Public Lttility, 1'ta, a C ertificate of'Pub lic Convenience and Necessity. b
Yes l 1No
lithe Applicant is a Developer of lots to be sold, has a Developer's
If the Applicant is a ffllsatie/Property Owner..
4. Origin of wastewater: (check a.11 t:ha
J Residential Owned
❑ Residential Leased
❑ School. / preschool/ day care
© Food and drink facilities
❑ Businesses r offices factories
5 Nature of wastewater ; 1.00 `✓, Domes
Yes
No
N"A
NIA
ra
AgreenrentCF(
Ply):
❑ Retail (stores, centers, malls)
Retail with 'food preparation' service
Medical t'` dental `' veterinary facilities
0 Church
❑ Nursing Hortte.
11',. Industrial
% Commercial
C .0221,W0_1U i(?iJl)
s there a Pretreatment Program in effect?
b. Has a flow reduction been approved under 15,A TsIC 1C 0J 011 ll?
If ves, provide a copy of flow reduction approv°ttl k?tterr
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
home
n attached"?
)IiM I_)[ K) been attached?
OA) been attached?
❑ Car Wash
Hotel and/or Motels
II Swimming Pool 'Clubhouse
❑ Swimming Poollrilter Backwash
Other (Explain in Attachment)
Yes
Yes No
Daily Design Flow
190 gal/unit
a See 15,h NCAC 02`f,0114(b), (d)ac)(11sici_(c)(,',), ats tit wastewater design flow rates (i,e., minimum flow per
dwellings 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. 42 -4).
b Per I.SA NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 02.001 14] shall he
determined using available flow data, water using fixtures, occupancy or operation patterns; and other measured data,
Wastewater generated by project: 4560 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 litre
0 How has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FTA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN C'RI`TERIA (IfApplieable) - 02T .0305 & IDC (Gra
Summarize gravity sewer to be permitted;
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) — O2Ti .030S & MIX (Purnp Stations/Force Main*
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: _ Longitude: -...
3. Design flow of the pump station: millions gallons per day (fort capacity)
4. Operational point(s) of the purp(s): gallons per minute at feet total dynamic head (TDI'-I)
5. Summarize the force main to be permit
for this. Pump Statio
Size (inches)
Length (feet) Material
Power reliability in accordance with l 5A Nt_ AC ,GI;? 1 (f 3,05�i l )(l„):
EJ 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 wit$x plugged emergency pump connection and telemetry - 1.5A NCAC 02T .0305(h)('t)(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 tinieframes, shall be provided
in the case of a multiple station power outage.
FORA 04-16 Page 3 of 5

SETBACKS S:h,l'ARAT1ONS — (02B.0200 & 15A NCAC 02T .0305(0):
Does the project comply ' tF
I5ANCA 0?1.0305(f)
at
t
Reclttitrte
ations found in 1 1 N( \C tl? 1 li3 ,5(IL. tgj ' "es No
minimum sepal—at'la a
Haack Parameter*
and other utilities not hste
is (hcari
va
gall bent tded.
uding itt benched trenches)
Reclaimed water lines (.horicntal - reclaimed over sewer)
**Any private or public water supply source, including any wells, S
anpounded reservoirs used as a source of drinking water
classified WS (except WS-I or WS-\'), B, SA, O.RW,HOW, or SB from normal
h water (tar tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
v
ny building foundation
y basement
Top_slupe ernbara. uts of 2 feetmvertical height
of � tent or c�._ or ore .w_.
Drainage systems a
Any swimming pools
3rth grade (vertical)
drains
1' ANCA.0 0 0305(g) nta tts alternatives where separations
**Stream classifications can be identified using the Division's
If noncompliance with 02T.0305(f) or.,(« . see Section X of this application
of Class i o
Separation Required
24 inches
0 feet
inches
2 feet
5 feet
10 feet
36 inches
achieved.
vApagl
Does the project comply with separation requirements for wetlands? (50 feet of separation)
✓ See the Division's drat 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
Does the project comply with all setbacks found in the river basin rules per l 5A NCAC 02i3 0200`?;
▪ This would include Trout Buffered Streams per 1.5ANCAC ,._2130202,
4. Does the project comply with an individual 404 .Pert y 401 Cert.ifications"?
No
Wetland -related permits shall be requested, obtained, and adhered to for projects that itnpact wetlands or surface waters
Inlonnation can be obtained from the 401 & Buffer Permitt(i'Branch
Does project ctatnply with ) tiA_NC,ty o I fl1Q51cs)(f>) (additional pennits.r'certt cations)°.a ® Yes. El No
Per 15L 2.„02T,0105idt6), 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 "h.igh priority"?"
Per 15A NCAC 0?");.0402, ".high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streatnbanks that is subject to erosion that undermines or deteriorates the sewer.
El Yes No
lfyes, include an attachment with details fir each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the pernnittee or its representative at least once every six-rtn©tntlts atad inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM. ETA 04-16
Page 4of5

CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 021, the MinimilinDesigh,Ctitertafot,ifr PiniaS tat ions
and Force Mains (latest Versio91, and the Gravity Sewer Minimum Design. CriterizIklatest versionl as applicable?
Ej Yes [1] 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 submittalof the Fast Track Application and supportin documents,
Professional .Engineer's Certification:
.1/21 P rme
attest that this application for
(Professional Engineer's name from Application hem 'It. .)
has been reviewed. by me and is accurate, complete and consistenteonsistenl ith 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 1 have reviewed this material and
have judged it to be consistent with the proposed design,
NOTE — In accordance with General Statutes 143-2.15.6A and 143-215.6B, any person. who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a ('Liss 2 niisdemeanor, which may
include a line not to exceed S10,000, 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 I06(b):
VY1A,wp,,, „ctn. attest that this applica.tion. 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 1437215,(A and 1413-215,6B, any person who knowingly makes any false
statement, :representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation,
Signature: Date:
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
W TER
March 14, 2016
Mr. Matt Bramwell
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
NEW LIFE TOWNHOMES
5008 PINEVILLE-MATTHEWS ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2016197
A flow acceptance study of the subject site has been completed and the following has been determined;
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 4,560 gallons per day (24
townhome units x 190 gpdfunit) from this project for transmission to the McAlpine Creek Wastewater
Treatment Plant: NPDES permit number NC0024970, for treatment. This acceptance of flow is based
upon the existing capacity of the designated publicly owned treatments works. Please see attached NC
DEQ FTSE form,
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management
Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow,.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the
CLTWater and sewer system is accepted on a first come, first served basis,
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within oneJ1) year of
issuance of this flow acce tancestudy, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this approval shall be rescinded and a new flow
acceptance study must be made, If you have any questions, you may contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd,. Charlene, NC 282'1C c„rg
Operated by the City of Charlotte

Division of Water [tesoutces
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: LandDesign, Inc .
Project Name for which flow is being requested: New Life Townhomes
More than one 1. 155E may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit#: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. TotaI actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
10.174
69 053
0.0045
79.231
80.0%
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) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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 (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 is < 0.
Page I of 6
FTSE 08-13

III. Certification Statement:
I earl Wilson 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 indicates acceptance of this wastewater flow.
Signing Official S Jature
Page 2 of 6
O5/0*.
Date
FTSE 08-13

addres
Number and Street
city
Charlotte
State of North Carolina
De t artment of the Secretary of State
SOSLD: 1.5(16943
Date Filed: 3128/20l6 12:16:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2016 083 00703
Limited Liability Company
ARTICLES OF ORGANIZATION
07ty 2-2© of the General Statutes of North Carol oab, the cndersi undersigned does hereby subunit these
want t
cles of ©rganiz�ttion for the purpose of forming a limited
Th_e Waldron Group, LLC _ -
The name of the limited liability company is. —(See Item lof the instructions for appropriate entaty designation)
The name and address of each person executing these articles of organization is as follows: (State
whether eachperson 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.)
Wade Miller-1235 E East Blvd #155 Charlotte, NC 28203- both
The scree! t aaess and county of the initial registered agent oth
Number and Street
HecYcscher ©r.
City
I-lUrlterSVlile State: NC Zip Code: 28078
The , if different from the street address,
1235 E East Blvd #155
11r'
State: INK Zip Code: 2620 County: recklenburg
opal office information: (Select either a or b.)
" QThe limited liability company has a principal office.
The principal office telephone number;
The street adds and county of the principal office of the limit
Number and. Street .T..__. .
City -
ORATIONS DIVISION
ised January 2014)
State:
Zip Code:
P.O." Box 29622
Fa
egistered
arnpany is:
County: —
RALEIGIJ, NC 27626-4622
(Form L -01)

1015420 NEW LIFE
TOWNHOMES
1015420
Waldron Grove - Private Sewer
For your approval.
Kate Goodman
223 North Graham St,
Charlotte, NC 28202
ove
610 E Center Ave #301
Room # 3323
Mooresville NC 28115
United States
Barry,
Land Design
NCDENR -
Mooresville Regional
Office
7/8/2016
00007
Mail
KGoodman@Ianddesign,com
[e-mail]
Please find a updated fast track sanitary sewer permit application and developers
operational agreement for private sewer to serve Waldron Grove Townhomes formally
known as. New Life Townhomes located at 5008 Pineville -Matthews Road in Charlotte,
NC.
If you have any questions or concerns, please feel free to contact me.
Thanks,
Kate
Designer I Charlotte i co,i '@ 1 3 .0325
Ch rl to V1/ashington DC Raleigh Dallas I Orlando
LandgesignInc

Transmittal
DATE: 7/8/2016
TRANSMITTAL ID: 00007
DESCRIPTION OF CONTENTS
QTY
DATED
TITLE
NOTES
1
7/8/2016
Fast track Application
1
7/8/2016
Developers Operational Agreement
1
7/8/2016
Company documentation from Secretary of State
Page 2 of 2

1015420 NEW LIFE
T©WNH©MES
1015420
6/7/2016
Waldron Grove - Private Sewer 00003
For your approval Mail
Kate Goodman
223 North Graham St..
Charlotte, NC 28202
Land Design [e-mail]
Dee Browder
601 E Center Street
Suite 301 NCDENR
Mooresville, NC 28115 Mooresville
United States of America
Dee,
dee.browder@ncden r,gov [phone]
Please find a fast track sanitary sewer permit application package for private sewer to
serve Waldron Grove Townhomes formally known as New Life Townhomes located at
5008 Pineville -Matthews Road in Charlotte, NC,
If you have any questions or concerns, please feel free to contact me.
Thanks,
Designer I Charlotte I E(o)._ .,t.
§. st arldDesi

Transmittal
DATE 6/7/2016
TRANSMITTAL ID: 00003
DESCRIPTION OF CONTENTS
QTY
DATED
TITLE
NOTES
1
6/7/2016
permit fee $480.00
1
6/7/2016
Fast track Application
1
6/7/2016
Site Map - 5008 Pineville Matthews Road
1
6/7/2016
Developers Operational Agreement
1
6/7/2016
Flow Acceptance from Charlotte Water
Page 2 of 2

Corporations Division Page 1 of 1
r F
, t• �\ 3
Click Here To:
North Carolina
Elaine F Marshall DEPARTMENT ()w THE
Secretary SECRETARY OF STATE
PO Box 2g82.2 Raleigh, NC 2762 -itu22 (0191& 7-2Oi80
Account
Login -
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: The Waldron Group, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1506943
Current -Active
Current
Domestic
3/28/2016
Pratt, Timothy
Reg Mailing:
Reg Office:
1235 E East Blvd # 155
Charlotte, NC 28203
15819 HeckscherDr
Huntersville, NC 28078
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/Search/profcorp/12084523
6/10/2016

Central Files: APS _ SWP
7/13/2016
Permit Number WQ0038537 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
4,560•
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Waldron Grove Townhomes
Location Address
Owner
MaJorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
The Waldron Group LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Tim Pratt
/ ManagerMember
1235-E East Blvd
Charlotte
NC ' 28203
Orig Issue
7/14/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/9/2016 7/14/2016 7/14/2016
Regulated Activities Requested /Received Events
Subdivision Additional information requested 6/10/16
Wastewater collection Additional information received 7/11/16
Outfail
. Waterbody. Name Streamindex Number Current Class Subbasin

r Resources
`ntal Quality.
April 1.2, 2018
Mr..i"im Pratt, Members°Man
The Waldron Group, LL
1235-E East Blvd., Suite
Charlotte, NC 28203
SUBJECT: Final Engineering Certification Acknowledgement
Project: Waldron Grove Townhomes
Permit No. WQ0038537
Permittee: The Waldron Group, LLC
County: Mecklenburg.
Dear Mr. Pratt:
MICHAEl:. S. REGAN
INI)A CULPEPPER
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on April 6, 2018.
Enclosed :is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any tears Anon -compliance.
Please be reminded that the Permittee i responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCT
since the permit: is not automatically transferable, Form PNOCF can be downloaded from
http:/I a� rtal.ncder}r.orrg/w ?,^ wg;"swvlpsicsIpnpc fromm. the Collection Systems Applications page.
Should you have any questi . ns, plea se do not hesitate to contact me at [phone]t
Sincerely,
Barry Love
Environmental Specialist
cc: Katherine Cioodrnnn, P.E., iLandDesign, 223 N. Graham Street, Charlotte, NC 28202)
Central Files
MRO
Slate of North Caro
Mourusi,, P mt
hing tr..
Quality 1 Water Kesourtitits 1 WatQa Qua! dt 1R:tpaonal Operations
Suitt :301 1 Nitooresvilltit 1NOrth Carolina 28113

PERMITTEE:
PERMIT if:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
The Waldron Group, LIC
WQ0038537
Waldron Grove Townhornes
July 14, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PER WrEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
,,-- - fk cuSigned by:
Tim Pratt, Member/Manager T+ P
Printed Name, Title
--496112
hire
ENGINEER'S CERTIFICATION
3/20/2018
Date
Nity a du l registered Professional En ineer in the State of North Carolina,
having been authorized to observe periodically, © weekly, full time) the construction of the
project name and location as references above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
E. Partial (include de cription)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I'Water Resources 11Waegional Operations
1vlooresrille Regional Office! 610 East Center Av=enue, S.ute 30 I Moores Ie, North Carolina 28115

ater Resources
Environmental Quality
As built check list (reference 2T .0300)
Reviewed By: Barry Love AFA
Review Date: 04/12/2018
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Project Name: Waldron Grove Townhomes
WQ#: WQ0038537
County: Mecklenburg
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes ❑ No ❑ N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ® Yes ❑ No ❑ N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
0 Applicant must submit TWO copies of the plans, specifications, and calculations
0 Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains liigh priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe — As built length I / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
Nothing Compares.._
State or North Carolina l Environmental Quality 1 Water Resources' Water Quality Regional Operations
Mooresville Regional Office ] 610 East Center Avenue, Suite 3011 Mooresville. North Carolina 28115
704-663-1699

PROJECT:
FROM
1015420 NEW LIFE
TOWNHOMES
1015420
Waldron Grove Townhome
Private Sewer Certification
For your approval
NAME
Kate Goodman
223 North Graham St.
Charlotte, NC 28202
TO
NAME
._
Barry Love
610 E Center Ave #301
Room # 3323
I Mooresville NC 28115
I FUnited States
REMARKS:
Barry,
"TRANSMITTAL ID.
Trans
4/5/2018
00015
Mail
Land Design [e-mail]
NCDENR -
Mooresville Regional
Office
[e-mail]
Enclosed are the documents needed to certify the private sewer for the
Waldron Grove Townhome project. If you need anything else or have
questions please contact me.
Thank you,
KATE GOODMAN, PE
Senior Designer I Associate l Office l (0) '704
0325
Charlotte I Washington DC I Dallas I Orlando I San Francisco
L sndL s .c o r` 1 @LandDesignlnc
elder
al

DESCRIPTION OF i'C;^`:)NT'F.N1
DATED 'fI1"E..fc
cover letter
permit
as -built survey (full scale and reduced se
ertification
developer agreement
DATE; 4/5
T A ASP„:HTI L ID: 00015
NOTES

ATING P
THAT MATTER.
March 20, 2018
Mr. Barry Love
NCDEQ
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NG 28115
Re: Wastewater Collection System Extension
Waldron Group, LLC
Waldron Grove Townhomes
Mecklenburg County
Permit Number: WQ0038537
LandDesign PN: 1014337
Dear Mr. Love,
On behalf the Waldron Group, LLC, we are providing herewith inspection reports, as built survey, and a
final certification for the Wastewater Collection System to serve the Waldron Grove townhomes, located
in Charlotte, NC,
This final certification package is being submitted to certify the construction and completion of the
Waldron sanitary sewer collection system under the fast track permit number WQ0038537. The project
consisted of approximately 667 LF of 6'" gravity sewer to serve 24 townhome units as part of the Waldron
Grove project. Construction of this system was observed and built within compliance of the permit.
Feel free to give me a call if you have any questions.
Respectfully Su. fitted,
Kate Goodman, PE
LandDesign, Inc.
(ANODES f N.COM
• CHARLOTTE J( 704 3 3 3 0 3 2.5
T 1ARLOFTE • WASHPrdOTON DC • DALL,CS • ORLANDv • '+A.N z3 fie^ ,!:,.c

Sanitary Sewer Testing Report
Project Name: Weldon Grove
ate: 09-21.2017
Project #: 101542
ned:
SSMH�2 T SJ
SSM1,11-3 TO SSMH-4
SSMH-4 TO SSMH-5
S5MH-5 TO SSMI1
SSMH-6TO SSMH-7
h
6 inch
Present at Slte: Chris Waldt- LOI
Pipe C iandrei Low Pressure
Test
Length Test
Test
Tir:leMinutes)
4
130.96
51.63
245.61