WQ0038257_Regional Office Historical File Pre 2018

Water Resources
2NV1RONMEt4rAL, QUAW
February 3, 2016
Mr, Thomas Honeycutt, Manager
Southern Properties & Development, LLC.
P.O. Box 504
Troy, NC 27371
AITMCC RORY
(ktierilt,r
mea,
ER VAAR'r
,!•;(;(*,^ef ary
S. IAAZIMMERMAN
IM-edep.
Subject: Permit No. WQ0038257
Southern Properties & Development, LLC
Barringer's Trace Apartments
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Honeycutt:
In accordance with your application received January 25, 2016, we are forwarding herewith Permit No.
WQ0038257 dated February 3, 2016 to Southern Properties & Development, LLC (Pertuittee) for the
construction and weration 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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition IIA: 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.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
State of North Carolina l'Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

\ '. Corey Basinger, Regional ional Supervisor
Water Quality Regional per .tins Section
Division of Water Resources, NCDEQ
Jaynes Chandler, P.E. (E-copy)
Mooresville Regional Office files
Water Resources Central piles
PEI E-cap
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Southern Properties & Development, LLC.
Cabarrus County
for the construction and operation of approximately 626 linear feet of 8-inch gravity sewer ; a 'I 7330—
gallon per day pump station, on -site audible and visual high water alarms, telemetry, and a
permanent generator with automatic transfer switch; as well as approximately 902 linear feet of
3-inch force main to serve 48 one or two bedroom units, 16 three bedroom units and 1 community
building, to serve future development of Barring.er's Trace Apartments, and the discharge of 1.7,330
gallons per day of collected domestic wastewater into the Cabarrus County's existing sewerage system,
pursuant to the application received January 25, 2016, and in conformity with 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 data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until. rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, 'NCDEQ
By authority of the Environmental Management Commission
Permit Number: 'WQ0038257
Permit Issued: February 3, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Southern Properties and Development, 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 Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
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 for the 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. Lt shall be the Perrnittee'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 any Special
Conditions identified below.
SPECLAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 17,330 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)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the 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 materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [1.5.A NCAC 02T.0104; G.S 143-215.1(d3)]
1. This permit shall become voidable unless the wastewater collection facilities are constructed . in
accordance with the conditions of this permit; 15A NCAC 2T; ,the Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minitrium 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
0217..0110]
3 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NC AC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Pemiittee 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 ,01.08(b)]:
Page 4 of 8

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 maintainedc. .
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
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 t 5A 'NCAC 2B ,0506(a), and public, notice shall he provided as required by
North Carolina General Statute §143-21.5.1C.
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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
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 hours
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
Page 5 of 8

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 utilitiesnor result in an overflow or bypass discharge of wasteater
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 he 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. One 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.
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
source or pump is dedicated to multiple stations, an evaluation of all the .pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, include travel
timefrarnes, 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 he 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
Page 6 of 8

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]
Gravity sewers i i stalled 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)1
9. A copy of the construction record drawings shall be maintained en 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 Rump 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(1a)]
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 maybe 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
PERMITTEE: SOUTHERN PROPERTIES & DE VELOPMET, LLC.
PERMIT #: WQ0038257
PROJECT: B. GER'S TRACE APARTMENTS
ISSUE DATE: FEBRUARY 3, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page Rioter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the penuit 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 by the Division. 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 Perrnittee, 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
, as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe (El periodically-, El weekly, 11 full tirne) 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 NC.AC 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:
El Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

4.
Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application0!!'
(t© be completed by DWR) IA! f3Y7
Owner/Permittee:
la Southern Properties & DevelopmentLLC
Full Legal Name (company, municipality, HOA, utilrty! et
Ib. ThomasW, Hone c - Manager
Signing Official Name and Title (Please review 15A NCAC 2T .Q106 t)' for authorized signing officials)
lc. The legal entity who will own this system is:
0 Individual Li Federal 0 Municipality El State/County 0 Private Partnership Corporation El Other r
0
LL
z
2
1 h..
2,
!37
if
2a
PO Box 504
Mailing Address
North Carolina
State
704-998-1189
Telephone
Facsimile
Project (Facility)_Information:
Barrel er's Trace A artments
Brief Project Name (permit will refer to this name
Contact Person:
3a Jim Chandler, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b 919-866-4507 3c, jim.cha rider
Phone Number E-mail
le Troy
City
lg, 27371
Zip Code
j. tomOsprop c,com
E-mail
2b„ Cabarru
ecify);
l'!!)
County W
er
Project is Located
1. Project is N New El Modification (of an existing permit) If Modification, Permit No
2, Owner is 0 Public (skip to Item B(3)) [El Private (go to Item 2(a))
. If private, applicant will bes
Retaining Ownership (i.e.store, church, single office, etc ) or
Leasing units (lots, townhomes, etc„ - skip to Item B(3))
El Selling units (lots, townhomes, etc - go to Item B(2b))
mons, co
2b If sold, facilities owned by a (must choose one)
El Public Utility (Instruction D)
LJ Homeowner Assoc )Developer (Instruction E)
Water and Sewer of Cabarrus County
Owner of Wastewater Treatment Facility (WNTF) Treating Wastewater From This Project
,cc 4a, JRocky River Wastewater Treatment Plant 4. NC0036269
M Name of WWTF ).MAITF Permit No,
Et 5a, Town of Mount Ple ant 5b 8" El Gravity 5c, Un-known
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit # of DownstreamSewer (Instruction F)
LL
Z 6,
The origin of this wastewater is (check all that apply),
O Residential Subdivision
Apartments/Condominiums,
El Mobile Home Park
0 School
E] Restaurant
O Office
Ej Retail (Stores, shopping centers)
O Institution
O Hospital
El Church
O Nursing Home
O Other (specify):
7 Volume of wastewater to be allocated or permitted for this particular project. .17,330
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100% Domestic/Commercial
% Industrial
her
(Attach Description)
(Attach Description)
gallons per day
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect
O Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
hs line
FT A 10-14 APPLICATION Page 4 of(

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Dwellings: 48 -1 or 2 Bedroom Units @ 240 GPD per unit = 11,520 GPD plus
Dwellings: 16 - 3 Bedroom Units @ 360 GPD per unit = 5,760 GPD plus
Community Building: 2 Permanent Daily Employees @ 25 GPD per employee = 50 GPD therefore
Total Estimated Average Daily Flow = 17,330 Gallons Per Day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necess
Size (inches) Length (feet)
8" DR 18 PVC
3" DR 18 PVC
626
902
Nei
Gravity or Additional
Force Main
Gravity
Force Main
Summary of Pump Stations w/ assoclated Force Mains to be Permitted (attach additional sheets as necessary)
z
Q Pump Station Location ID; Barrinaer's Trace (self chosen - as shown on plans/map for reference)
0
Longitude: 35A04338 Latitude:-80.446090
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
17330 50@40'
1 3" 902
Pump Station Location ID: (self chosen - as shown on plans/map for re
Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
12, 4'Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes Uri No If Yes, permit number of 2" d treatment facility :
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-141 application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
PTA 1g-I4 APPLICATION
Page 5 of 6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Li Yes L No EVN/A
Sedimentation and Erosion Control Plan? s D No Ej N/A
Trout Buffer Waiver? D Yes El No
Stormwater? [Ttlles El No El N/A
15, Does this project include any high priority lines (15A NCAC 02T 0402 (20 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: El and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name}
la.
1, Thomas W Honeycutt -Manager, attest that this application for Barringer's Trace Apartments 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, Note: In accordance with North Carolina General Statutes 1437
215.6A and 143-215 6F, any person who knowingly makes any false statement, representation, or certification in any
application 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.
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 021 .0305
z
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Jim Chandler, PE ,attest that this application for Barringer's Trace Apartments has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, 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
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. 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 NC General Statutes 143:215 6A and 143-215' 6f."), any person who knowingly makes
any false statement, representation, or certification in any application 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.
2a. James F. Chandler Jr., PE
Professional Engineer Narne
2b. Timmons Group
Engineering Firm
2c. 5410 Trinity Road, Suite -NE. 0 2_.
Mailing Address
2d, Raleigh
City
2e. NC 2f 27607
State Zip
2g. 919-866-4507 2h, 919-859-5663 21. jim.chandler@tirnmons,com
Telephone Facsimile E-mail
0264
NC PE Sal, Snre & Date
PTA 10-14 APPLICATION
Page 6 of 6

of 4
WASTEWATER FLOW ACCEPTANCE 'FORM
<):•
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY rn
Jurisdiction Requesting Flow Acceptance: t : 12/17/2015
0City of Concord EiCity of Kannapolis flTown of .. an 's ag Town of .Mt. Pleasant
['Charlotte Mecklenburg Utilities
„.)
Pro*t Title, Description, and Num.her of LotstUnit:
Project Title: Barringers Trace Apartments -il Ti
Description: The Haringey Trace Apartments engineering plans and specifications, as prepared and *lied by James F.
.Chandler, Jr_NCPF„with Timmons Qroup, for the wastewater collection syslcmextension consistinzr.8f approximately
6.26 linear fee( of 8-incb sanitarysewer with 5 manholes, .sewer_pump station and 3" force main and other appurtenances
to serve Barringer s Trace Apartments located off/on of NC .1.Iwy 73 and Skyland Drive, with a wastewater discharge of
17330 (R),
*Number of Lots; OR *Number of Units: 64 Must be included in request.
Where will the new line be connected:
0 Directly into a WSACC Interceptor
Into the jurisdiction's existing collection system
O Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 3-inch force main
extension will tic -in to the existing 8-inch sanitary sewer system at the intersection of. NC liwy 73 .andN, Skyland Drive,
which extends to the 15-inch RC[ material WSACC Dutch. Buffalo Creek Interceptor
Which WSACC Interceptor will the flow ultimately he discharged into: 15-inch RCP WSACC Dutch Buffalo_Creek
Interceptor
What is the WSACC manhole number that the flow will be discharged into? 4 /- Node 060017.
What is the quantity of flow that will be discharged? i 7,330 GPD
Flow type:
Domestic 100 % Commercial El industrial %
Natne of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit 11W0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptanec Drawings can be submitted
as a digital file (DW() or distance and bearing starting with the tap on existing infrastructure.
lf the new line is to connect directly into a WSACC interceptor,. detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, exL 231, must be notified 48hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion
If construction is not started within i'wo (2) year from the date of approval of the flow accepla,ieefo, this project, the
approval Is rescinded and a second request and approval' will be required or the project,
Current sewer model shows an Interceptor as being sure
Approved
Current Sewer Model shows:
DATE:
iarged south of thc ina' tole in question.
Not Approved
JAN 1 1 2016

Div! on of
State of North Carolina
Department of Environment and Natural Resources
r Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE--01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
DCity of Concord Deity of Kannapolis EJTown of Harrisburg
Otharlottc Mecklenburg Utilities
Project Titie,. Description, and Number of Lotsainit:
Project Title: Barringer Trace Apartments —Project #
Description: The Barringer Trace .Apartment engineeringplans and spceiticationsaspmpared and sealed by fames P.
Chandler,jr. NCPF„.with Timmons Group, for the wastewater collection sy,stem extension consistin roximat 26
linear feet of 8-inch sanitary sewer with 5 manholes and other app,strienances to serve Barringer Tau- Apartments
oWon of NC liwy 73 and Skyland Drivewitir a wastewater_ dischargeofR3.39CiPP,
What is the quantity of flow that will be discharged? 17,330 GPD
Flow type:
Domestic
04i "A
Commercial LJ ndustrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
n crceptor connection_point.
Pump Station
(Nanle et Ntintbet)
(A) (n) (C) (D) (DC)
i : Capacity 4 ' ,sign Average Iktily Flow "'" Approx. Cuwent Obligated, Not Yet Total Current Flow
MGD (Piom'pl) Avemat Daily now Minna' y Daily Flow Plus Obligated Plow
MGD MG!) NIGII MGD
04198
(E)",(A-D)
A,vai table
Capacity"'
MGD
0.0654
The Firm Capacity of any pump station is defined as the maximum pumped flaw that can be achieved with the largest pump When oat of serviee„
Design Average Daily Flow is the fiend capacity of the pump station dkidcd try a pealdug factor not less than ZS.,
Planning Assessment Addendum shall be attached for cash pump sMtiou located between the project connection aaiiitand the WW1Twhem Available Capacity is <t4
Section 11, Jurisdiction's Certification Slat
Randy Holloway,:fown Administrator, 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 hest 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 wastewate
Jurisdiction's Signing Qfflci9IjSTgnature
Revision 1)81e: 08/09/13

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
How Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-01/14)
(WSACC USE ONLY
Section I. Name of wastewater treatment Facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
E Muddy Creek Wastewater Treatment Facility —Permit iNC0981621
WWTP .facility's permitted flow, MGD
Estimated obligated 'flow not yet tributary to the WWII', MGT)
WWTP facility's actual avg. daily flow, .MOD
'fetal flow for this specific request, MGD
Total actual and obligated flows to the faciity MGD
Percent of permitted flow used
Section 11. Pump stations along the route froni the Jurisdiction's connection point to the WW1P,
Pump Station
(Ntinit or Number)
Capaciiy *
MGD
(A) (Ii) (C) (I)) (B+C)
"t Average Laity Flow " Appr Current Obbrpited, Not Yet Total Current Flow
(Finnfpf) Average Daily Mow Tributary Daily Flow Plus Obligated Flow
MGD MCI) MCI) MGD
(E)-(M))
Available
Capacity"'
MGD
*The Firm Capacity of any pump station is denied as the maximum pumped flow that can be achieved with the Largest pump taken out uf service,
"'Design Average Daily Flow Is the firin capacity of the pimp station divided toy a peaking factor not less than 2,5.
***A PlanninAsanent Addendum shall bc attached for each pomp Ii Ibm tocaitul between the project c ioctioii pmn1t and tb WWI P Ilent Available Capacity is <0.
Section 111, WSACC Certification Statement:
, certify that, to the best of my knowledge, the addition of the volume of wastewater to bc
permitted iti this project has 'been evaluated along the route from the connection to the interceptor to the receiving
wastewater treatment facility; 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 treatment plant under normal
circumstances, given the implementation of -the planned improvements identified in the planning assessment where
applicable. This analysis has bean perfinmed itt accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section .1 and Section 11 plus all attached planning.
assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature antis fortn indicates acceptance of this wastewater now,.
WS/ICC 's Signing (Rilicial Signotwe Date
Revision Date: 05109/13

Division of Water Rescrurees
Flow 'frac
State of North Carollni
Depart rnc nt; of Envirt rrment and Natural Resources
Division of Water Resources
Acceptance for Sewer Extension Permit Applications
(FTSI —01/14)
FTSE PIANNMG ASS. SSMENT ADDENDUM (PAA)
Submit a Plarraiing Assessment Addendum for each pump static located hetwc
connection point and the WW I P listed in section 1 or 2 where Available Capacit
lump Station Name (Number
Station Address:
Given that:
The proportion nd amount of Obligated., Not Yet Tributary
% and _.. MG.D of the Available Capacity (E) in
Pump Station (name) and that;
The rate of activation cif this obligated, not yet tributary capacity is currenily approxima
MG D per year; and that
A. funded Capital Project that will provide the requd planned capacity, tl r gh CEP
project (name)
in design or under constructio with a platned completion date of and/or
following applies:
cct
counts for
oven reasonably expected conditions and planning information, there is su "icientjustification
a11oa ° this 11ow to be permitted, without a sip. fi ;ant likelihood of over-ag capacity in
e system infrastructure.
understand that this does not relieve t6` e collection system owner from complying with G.S.
1.43-215.67(a), which prohibits th e i t odut Lion of any waste in excess of the capacity of the
waste disposal system.
itcviSion Date: (R)9/13

West Ai
ASANT
FISHER RY
. BRACKENBERRY"t'7R
ALNd1T!
PAW( �

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Elaine F
Sec
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View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Southern Properties & Development
united Liability Company information
Sosld:
Status:
Annual Report S
Citizenship:
Date Formed:
Fiscal Month:
us: Cu
Domestic
867
errt-Active
12/29/2010
December
State of Incorporation: NC
Registered Agent: Honeycutt Thomas W
Corporate Addre
es
Principal Odic
Peg Office_
Maiilntl°
e 644 Discoe Road
Troy. NC 7371
644 :iscoe Road
Troy, NC 27371
P 0 Box 504
Troy, NC 27371
Company 0Tbm,
All LLCs are managed by their managgers pursuant to N.C.0 S. 870 3 t):
Manager:
Manager:
Thomas W Honeycutt
F.O. Cox 504
Troy NC 27371
Brian D. Smith
6260 Ocean Highway West
Ocean isSe Beach NC 846
1"ttt;1t"+
.ne.li
rp/ 6592

PRO., NARRAT
Project Name:
Location-
1vncr:
DcN°eloper,
Isultait°
Bar
(abarrrrs
NC
.par`tmen
Souther' Properties & Devclolmnr nt. I I
PO Box 50=
Troy. NC 2 371
Smithe Prope rtres- . l c clopin Tit LL '
PO Box 504
Troy , NC 2737 I
x1'inmit ns Group
Jim Chandler, PE
5410 Trinit Road, Stain
Raleigh, NC 27607
Phone: 1t 1 Mft66-4051
PROJECT S RIPTION AND NARRATIVE
Thc pr°oposcd pr jcct is inside Mt. Pleasant r risdict o al liziaits and is 1 at d along NC 11 73. NS
of i itttcrsu, tion of South Skyland Drive and NC HWy 73, -1" e scope of this project‘Nil1 inplade the
constrtlr:tic?rt of apartment buildings and l community building plus associated parking and a
The proposed pub,
Apartment project on .43-acre tract of land an lilt: Pleasant ti .
Dcvcloot tcnt Floes Matz _ 1 .130 pd.
() 1 or "' bedroom rrt
r 3 gpd.r cmplov`cc
240 pd/unit
361t ptPu i
ill pro idc domestic sure cc to the net Barrm crs Trace
2 dai
ON CCS

TIMMONS GROUP.
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAI
TO: NCDENR-Asheville Regional Office
Division of Water Resources
2090 US Highway 70.
Swannanoa, NC 28778
El ENCLOSED PLEASE FIND:
LI WE ARE SENDING UNDER SEPARATE COVER:
COPIES
1
1
DATE NUMBER
2
3
5
6
Date: 011216 Job 6884
Project: Baffin Trace Apartments
Reference:
Copies Sent To:
DESCRIPTION
Fast Track Sewer Application
Project Narrative
USGS map
_Vicinity Map
Flow Acceptance Form
Check for $480
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once,
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or dexter.howell(tir°nrnons.c©
Thank you,
Dexter Howell
Project Manager
SIGNED:
leigh, NC 27607
859.5663
Infrastructure
to Development

Perron Number
0038251
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
on,tuvie
Coastal SWRide
Permitted Flow
17,330
Facility
Central Files: APS SWP
213/2016
Permit Tracking Slip
Status
Active
Version
li00
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Barringer's Trace Apartments
Location Address
7820 NC Hwy 73 E
Mt Peasant NC 28124
Owner
Majorfillinor Region
Minor Mooresville
County
Cabarrus
Fanifini Contact Affiliation
Thomas W. Honeycutt
PO Box 584
Troy
NC 27371
Ogiirier Name
Southern Properties and Development LLC
Dates/Events
Claimer Type
Non-Goverhrnent
Owner Affiliation
Tom Honeycutt
PO Box 504
Troy
NC 27371
Ong Issue
1/29/2016
App Received
1/25/2016
Regulated Activities
Draft Initiated
Scheduled
Issuance
Wastewater collection
VVaterbody Name
Public Notice ISSUO Effective
2012816 2/3/2016
IRefitiested /Received Events
Additional information requested
Additional information received
Additional information requested
Additional information received
Strearnlndex Number Current Class
Expiration
1/26/16
1/28119
1/29/16
212116
Subbasin
L___,......___________

SOUTHERN PROPERTI S D
P. 0. BOX 504
f �dY, NC 27371
88-112/531

Water Resources
RMVIRONMENTAL QUALITY
December 20, 2016
Mr. Thomas Honeycutt, Manager
Southern Properties & Development, LLC
P.O. Box 504
Troy, NC 27371
SUBJECT: Final Engineering Certification Acknowledgement
Project: Barringer's Trace Apartments
Permit No. WQ0038257
Permittee: Southern Properties & Development, LLC
County: Cabarrus
Dear Mr. Honeycutt:
PAT M.R'`
dovomat
ON.AL R. VAN DPR VAART
Seerelary
S. JAY ZIMMERMAN
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 December 19, 2016.
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 items of non-compliance.
Please be reminded that the Permittee is 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 PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
httn://t4artal.ncdenr.or r eblwtt/swig/tas/cs/tinoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental S
c
cc: Mr, James Chandler, P.E., (Timmons Group, 5410 Trinity Road, Suite 102, Raleigh, NC
27607)
Central Files
MRO
Sts of North Carotins 1 EllY1TO entel
640 E Center Avenue, VI,.
Phone; 704-663-16991108111st

FAST TRACK SEWER ENG1NEE NO CERTIFICATION
PERMITITE: SO 1THERN PROPERTIES & DEVELGPMET, LLC.
PERMIT ##. WQ0038257
PROJECT: BARRINGER'S TRACE APARTMENTS
ISSUE DATE: FEBRUARY 3, 2016
This projc;e't shall not be considered complete nor allowed to tiperttte in accaardancc with standard
Condition 7 of this permit until the Division has recei ed his ertifu anon and all required supporting
documentation, tt should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noel in the page fbnter_
Any wastewater flow made tributary tt;, the avastewater colJectiorr system extension prior to cotnpletia n
of this Certification shall be considered a violalitart oi: the rrit aid .shah subject the Permitter to
appropriate enforcernent actions. The Peru:ittec is re ponsible for traeking ail partial certifications up
until a final certification is received by the Division. A Fin af i eetifieati•hall be a complete set of
record drawings and design calculations reganitess of whether partials have J ett submitted.
I, the undersigned agent for the Permittee,
the applicable standards & requirements,
design/construction. information to the'Perni
wastewater collection system permitted herein
ttotrl_t� �"�
Printed Nam
E'S CERTIFICATION
by state that this project
Professional Engineer
d the Permittee is prepared to operate & maintain the
ions thereof
A flits
been consitttcted pursuant to
law has provided applicable
as' a dtr gister d ProF. meet in the State ofNorth Carolina,
iodically, El weekly, LJ ill time) the construction of the
and tc cstiota as referenced above for the above Perm ittee hereby state that, to the best of my
abilities, due care and diligence was used iu the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 1 A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted Febniary 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of PumpStations and
Force Mains adopted hoe 1, 2000, as applicable; and other supporting materials,
North Carolinre Professional fingineer's Seal
gnat & date:
nctarrie efescription)
:omments/Quatlifiers (attach if necessary):
NC DWR - Water Quality Regional Operations Section 610 East Center Avenue, Suite 341, Mooresville, NC 2tt115
Mooresville Regional Office
Phone: [phone]AX (704)-633 40

ERR CK
COMPANY
To: NC DWR — Water Quality Section
Mooresville Regional ©ffice
610 East Center Avenue, Suite 301
Mooresville, NC 28115
TRANSMITTAL
Date: 15 December 2016
Document: Gravity Sewer, Forcemain,. & Pump
Station Certification Package
Ref,: McLean ® Conservancy
Job #: 65117825-05
Sent Via: FedEx
Quantity Description
2 24x36 Set of Partial Gravity Sewer As -Built Drawings
2 24x36 Set of Forcemain As -Built Drawing
2 12"x18" Contractor Conservancy Pump Station As-Builts
1 Signed Partial Gravity Sewer Engineering Certification
1 Gravity Sewer Testing Reports (Low Pressure Air TestlMandrel and Vacuum)
1 Signed Forcemain & Pump Station Certification
1 Pump Station. Start Up Testing Results
1 Forcemain Pressure Test Results
Remarks
Attached for your review is the gravity sanitary sewer, forcemain, and pump station certification
package for Conservancy.
I,,rwt nee know if you have any question at [e-mail]
Respectfully submitted,
Merrick & Company
By:
Bryan CI , Ei, k ear ick & Company
Received by
Date: Time:
Merrick & Company -- Charlotte
1001 Morehead Square Drive
Charlotte, NC 28203
704-529-6500

earWater Inc.
wyvw clearwaterinc.net
November 30, 2016
Wayne Harrison
CMH Contracting Solutions, LLC
12305 Mayes Road
Huntersville, NC 28078
Reference: Startup Services for McLean Conservancy Pump Station, Belmont, NC
Dear Wayne,
We appreciate the opportunity to work with you on the above referenced pump station. We
completed start up services on this pump station on November 10, 2016.
Following are the startup reports with detailed information taken at startup
The Hydrornatic pumps ran within the performance expectations.
We are satisfied that these pumps and panel are working properly as required and will release
them into operations. Our standard one-year warranty will start as of November 10, 2016.
If you should have any questions regarding this letter, or if we may be of assistance at any time,
please do not hesitate to contact our office.
Respectfully,
Teresa Anderson
ClearWater Inc
1939 Tate Blvd, Hickory, North Carolina 28602 : p(828) 855-3182 : f(828) 855-3183
132 Corporate Blvd, Indian Trail, North Car
ina : p(800) 947-0852 : f [phone]

Pump St t o rtup RI RI
CIoarWater,
PO Box 1469
Hickory, NC 28603
Phone (626j 856.5121' Fax I82
Ra+ rt D e: l " : Ptlrrt se Order N
Start-U Date ,<'"` s^` *Oonrerl Panel h
I'da"het Nart1,er
at'art`U�. Te hntcla.n:
Ineer',s ConEoct:
Contractors Celrlt6ct: ma` ".p Phan
End U"sar Contact:
OLT°A+G & CU i1 NT CHEC
VOLTAGE UNITS OFF:
2: ; ":;.; L1 Gtd:I$I, "a Bran Po°er On
TAGE UNIT $ ON:
ND, 2:
�:ontractor,
£nd User
VOLTAGE;
I~.VOLTAG
UNIT NO.
2-GNO: G L2 L; :;a ~'.. ". ;:.•. GND'
GND:
UNIT Ni UNIT NO
L1;
L2. L2:
FT DI*PTH
EC, ORAWDO1w 'N � I $ Il«C PUMP PATE OF
EG I IAttt OWN= � .p;IN.='UN#PRATEOF
OF STA'1`t0
ONTROL PANE
GPI 1 FOR UNIT 1
OPM FOR UNIT 2
GPM FOR UNIT
UANT I i"t*; » OP RTIONA
ALTERNATION:
GUIDE RAILS PLUMB?:
N RAL NOTES:
10110/201 s

ERRICK,
COrv1PANY
Merrick .& Company
100 C orehead Square Drive
Suite 530
Charlotte, NC 28203
Tel [phone]
www.merrick.com
PROJECT: McLean —West Shore Force Main
DATE: 8/18/2016
METHOD OF TEST: Hydrostatic
LOCATION OF TEST:
PIPE MATERIAL: PVC
PIPE DIAMETER: 4"
LENGTH TESTED: Approximately 2,761 LF
TEST PSI: 175
DURATION OF TEST: 2 Hrs
PSI AT THE END OF TEST: 175
PERSON AND COMPANY PERFORMING TEST: Teofilio Lopez, Lens of Faith
MERRICK & COMPANY DESIGN REPRESENTATIVE: Mike Hogbin, Merrick.
rich t :ctr4