WQ0038394_Regional Office Historical File Pre 2018

Water Resources
V1R. NM EN I' At CAJ A L
April 12, 2016
Mr. William Ratchford, Vice President
Southwood Realty Company
P.O. Box 4I58t
Gastonia, NC 28054
,R0R, y PA \A(
DO NALD R. VAN DER V A A RT
S, JAY ZIMMERMAN
Subject: Permit No, WQ0038394
Southwood Realty Company
The Seasons at Poplar Tent
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Ratchford:
In accordance with your application received April 8, 2016, we are forwarding herewith Petiiiit No.
WQ0038894 dated April 12, 2016 to Southwood Realty Company (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 he 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 Ili 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 §143-2 15.6A 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.
Slate of North Carolina I Environmental Quality Water Resources I Water Quality Regional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 301 I 'Mooresville, North Carolina 281.15
704 663 1699

If you need additional information concerning this matter, please contact Cori Tuvia at (704) 232190 or
via e-mail at nri.tur a nedenr.gov,
Sincerely,
+ . Core) Basinger, Regional Supervisor
ater Quality Regional Operations Section
Division of Water Resources, NCDEO
cc: Steven Wilson, RE (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2
8

Environme n tai
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Artiel.e 21 of Chapter 1.43, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Southwood Realty Company
Cabarrus County
for the construction and operation of approximately 1518 linear feet of 8-inch gravity sewer to serve 72
one bedroom units, 144 two bedroom units, 48 three bedroom units and one 200 person capacity swim
club , as part of future development of Southwood Realty Company, and the discharge of 62,480 gallons
per day of collected domestic wastewater into Cabarrus County's existing sewerage system, pursuant to
the application received April 8, 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 tiled 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 . Corey Basinger, ,Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038394
Permit Issued: April 12, 2016
Page of 8

SUPPLEMENT TO PERMIT COVER SHEET
Southwood Realty Company is hereby authorized to:
Construct, and then operate pOil 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 inaccordance with Pennit
Number NC0036269.
Permitting of this project doe's 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, 1.996, 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. It shall be the Perrnittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and mks.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special.
Conditions identified below.
SPECIAL CONDITIONS
1.) No flow in excess of the quantity permitted. herein, 62,480 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for a.n increase in flow
has been submitted to and approved :by the Division, [15A NCAC 02'1.0304 (b)]
II. STANDARD CONDITIONS
1. 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 tnaterials as may be appropriate. The approval of this request shall be considered on its
--merits and mayor -may not be approved. [15A NCAC 02T.01.04; G.S 143-215.1(d3)]
This permit shall, become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 21; 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
02T.0110]
. 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 .0:108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at aU 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
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 15.A NCAC 213,,0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-21 5 , 1 C.
h. A Grease Control Program is in place as follows:
For p-ublic, 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-
annualdistribution of grease education materials to users of the collection system by the
permittee or its representative.
Grease education materials shall be distributed more often than requited 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,
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minitnumof
three years with exception of the map,which shall be maintained for the life of the system.
The Permittee shall report bytelephone 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 andior 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 he reported to
the Division of Emergency Management at telephone number [phone] or (919) '733-3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form CS-SSO (or the most current Division approved fonn) 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 1.1 of Form CS-SSO (or the most current Division
approved fortn) can also be completed to show that the SSO was beyond con.trol. [G.S. 143-
21.5.1C(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.[15.A NCAC 02T.01.08(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 Permitted 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. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system e.xtension. 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,
separatiorrdistances,-material changes, etc..
h. 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 stations' storage
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 V ariances 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 he approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
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 finn supporting documentation.
This shall he 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)]
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 Desi 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. [1.5A
NCAC 02T .0104; 1.5A 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)]
1.2. 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.1.43-22-15.1.
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: SOUTHWOOD REALTY COMPANY
PERMIT #: WQ0038394
PROJECT: THE SEASONS AT POPLAR TENT
ISSUE DATE: APRIL 12, 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 footer.
Any wastewater flow made tributary to the wastewater collection .systern 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 by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless ofwhether partials have been submitted„
PERA ITTEE'S CERTIFICATION
1, 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
ENGINEER'S CERTIFICATION
Date
as a duly registered Professional En in the State of North Carolina,
having been authorized to observe periodically, E weekly, Li full time) the construction of the
project name and location as refere ced 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 obsemed-to-be-builtwithin substantial compliance of this permit; 15A NCA,C 02T; the Divisiorrof
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 :tune 1, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal w/signature & date:
El Final E] Partial (include description)
Certification Comtnents/Qualifters (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

z
4:t
2
ce
0
z
a.
i—
< 4a Rocky River Wastwater Treatment Facility 4b. NC0036269
2 Name of WWTF WWTF Permit No.
Ce..., 5a. City of Concord 5b 8 inch 0 Gravity 5c unknown
141.) Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction F)
Lt.
Z 6 The origin of this wastewater is (check all that apply):
USE THE TAB KEY TO MOVE FROM HELD TO FEED
Application Number:
(to be completed by DvvR)
Qwner/Perrnittee:
la, Southwood really Company
Full Legal Name (company, muriicipaIty HOA, utility, etc,)
1b, William Ratchford, Vice President
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (p) for authorized signing officials)
lc, The legal entity who will own this system is:
Individual Ej Federal El Municipality El State/County n Private Partnership Corporation 0 Other (specify)
Id P.O Box 41581 le Gastonia
Mailing Address City
if NC
State
1h, 704-889-6024 1 i. 704-869-6027
Telephone Facsimile
2. Project iFacifity) information:
2a, The Seasons at Poplar Tent Private Sewer 2b.
Brief Project Name (permit will refer to this name)
3, Contact Person:
3a Steve Wilson
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 7042937132 3c. swilsonef_andworkspa corn
Phone Number E-mail
1, Project is New 0 Modification (of an existing permit) If Modification, Permit No,:
lg. 28054
Zip Code
1j. william, ratchford outhwoodreallycom
E-mail
Cabari us
County Where Project is Located
2, Owner is Public (skip to Item B(3)) Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
2a, If private, applicant will be:
El Retaining Ownership (i.e, store, church, single office, etc) or
Leasing units (lots, townhomes, etc, skip to Rem 8(3))
0 Selling units (lots, townhomes, etc, - go to item 8(2b))
WSACC
0 Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
0 Residential Subdivision
Apartments/Condominiums
O Mobile Home Park
0 School
0 Restaurant
0 Office
0 Retail (Stores, shopping centers)
0 Institution
o Hospital
Ej Church
o Nursing Home
0 Other (specify):____
7, Volume of wastewater to be allocated or permitted for this particular project: 62,480
"Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect t
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new fEow expected
(see 15A NCAC 02T 0303 to determine if a permit equired)
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
line
ETA 10-14 APPLICATION Page 4 of b

Provide the wastewater flow calculations used in determining the permitted flow in accordance with ", Fc,? for
the value in Item B(7) AND/OR the design now for line or pump station sizing if a reduced or zero flow is being requested in
Item 8(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),
504 bedrooms @ 120 gpd + 200 people @ 10 gpd for swi ttrnsng pool
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
New Gravity or Additional
Force Main
8 new gravity
ary of Pump Stations w/ associated Force Mains to be Permitted (atfach additional sheets as necessary)
Z.
a Pump Station Location ID,
Longitude:
z
0
Q'
z
Design Flow
(MGD)
Pump Station Location ID:
(self chosen - as shown on plans/map for reference)
Latitude..
Operational Point Power Reliability Option
GPM ©TOMt - permanent generator MATS; Force Main Size Force Main Length
2 - portable generator wIMTS
Longitude. �..._ .... n_. �._. Latitude;
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM ©T[ M 1 " permanent generator MATS: Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewei lines or pump stations be able to be directed to another treatment facility"?
© Yes No If Yes, permit number of 2"d treatment facility.
(RO - if "'yes'" to €3,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the
( latest versuon)� the �,e ��ut
EgYes No
ion) and ' pia ti t as applicable?
If No, complete and submit the V ari o:Agtoa stive Dpsialn Request i ADC 1J a)4) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
ETA
14 APPLICATION Page S of

r14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wedand/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Yes EINo LI N/A
Yes Ej No Ej N/A
Yes LJNo N/A
Yes DNo El N/A
15. Does this project include any high priority lines (16,4 NCAC 02T 0402 CZ)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hia_sh priority and must be checked once every six months
Check if Yes: D and provide details,
1. OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
1, ,‘ William Ratchford attest that this application for The Seasonsff Poplar Teri Private Se
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 143-215 6A and 143-215 68, 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.
la,
Signing OfficialOfflcial Signature
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 NCAO 02T 0305
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
'CC
(,)
1, Steven S. Wilson ,attest that this application for The Seasons Poplar Tent Priv _ Sewer
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. 1 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 materiel and have judged it to
be consistent with the proposed design, Note: In accordance with NC General Statutes 743-215,6A and 743,275 6R, 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
2a. Steven S. Wilson
Professional Engineer Name
2b. Lanclworks design Group, P,A.
Engineering Firm
2c, 7621 Little Avenue, Suite 111
Mailing Address
2d Charlotte 2e, NC 2f, 28277
City State Zip
2g, 704-841-1604 2h, :!41!L 2 swiIsonlandworkpacom
Telephone Facsimile E-mail
ETA 10-14 APPLICATION Page 5 of 6

Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies„ Each map or maps must show the location of the sewer system and ndude location identifiers
where the system traverses over or near waterbodies, The map should have location 1D's for each different
waterbody and corresponding classifications should be recorded,
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from
Location
ID
Name of Waterbody' River Waterbody Stream
Basin Index No.
Coddle Creek ; Yadkin 13-174(5.5)
Waterbody
Classification
,
. .
. ; .
d... ; .
If unnamed, indicate "unnamed tributary to X", where X s the named waterbody to which the unnarnedtribtaryjoins,
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief,
PE Seat, Signature and Date

NOTES: Data available from U.S, Ge
NW"
n 6n The National Maw V'r
ncau,rnui u -
ical Survey, National Geospatiat Program.
ire
,placement project
utte-1 Qlllily 111111100
rile Creek
6/2/15 5.67 PM

$50 Warren C..,ok 1). 'Box 308, ac,,,,cord NC 28 )26.avw,aconcorti.n.agov
all
March 21, 2016
Southwood Realty Company
Mr. William Ratchford, VP
PO Box 4158
Gastonia, NC 28054
William.ratchford(4)southwoo
P) 704-869-6024
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: The Seasons at Poplar Tent Private 8-Inch Sewer
City of Concord Project f 2015-052
Receipt Date: March 17, 2016 ,WSACC Response)
February 23, 2016 (Approved Plan)
Engineering Plan Seal Date: January 27, 2016
WSACC Rocky River WWTP NC0036269
City,of Concord, Cabarrus County„ North Carolina
Dear Mr, Ratchford:
Th is letter is to confirm that on March 17, 2016, our office received The Seasons at Poplar Tent
Private 8-Inch Sewer engineerMg plans and specifications, a digital copy of the engineering plans, and
private wastewater collection system application, as prepared and sealed by Steven S. Wilson, NC:PE,
with 1..andworks Design Group, PA, for the private wastewater collection system extension consisting of
approximately 1,518 linear teet of 8-inch sanitary sewer with 10 manholes and other appurtenances 264
aparttnent units with 504 bedrooms and a 200 person capacity pool amenity located off of Poplar Tent
Rd:, with a wastewater discharge of 62,480 GPI)
"f he City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge. of 62,480 (2iP11) based on the information indicated .on the
NCDENR Fast 'Track application for the project The City of Concord, however, will not guarantee the
acceptance .of any additional requests, revisions, deficiencies, or expansions; that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, andfor calculations associated
with this private system.
THE CITY („W CONCORD AND ITS STAFF ARE NOT .RESPONSIBLE FOR .ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR. TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. 'EFIE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPO„NSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR .REVIEW AND .APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. 'LIU SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
Engineering
Phone (701) 920;542.5 1 Fax [phone].

RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY :BENEFI( IARY) WITH ANY 'PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT 'THEIR OWN REVIEW AND ANALYSIS
FOR MA K_ING A 1DECISION EN REIAANCE ON THIS DOCUMENT.
This letter shall not he construed as an ,Atithorization 10 Construct by the City of Coneord. All
applicable permits associated with this project inust be obtained and copies must be presented on site
prior to commencement of the work,
IMPORTANT: Southwood Realty Company must submit a copy of the NCDENR-Division of
Water Quality, Non-Disehrge approval letter and authorization to construct permit and a copy of .the
engineer's .final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system. The City of Concord must he present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Caharrus County, Contact Phillip Kingsland, Construction Administrator. at (704) 920=
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with :15A
NCAC 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
Febriany 12, 1996, as applicable, This does not constitute an acceptance of any part of the project that
does not meet North Carolina Administrative Code Title 1.5A 02T.0300, as applicable. Failure to comply
may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement facilities, and/or referral of the North Carolina. -
licensed Professional Engineer to the licensing board,
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection system that is located on the property beyond
the public utility easement/rights-of-way,
Southwood Realty Company will be responsible for complying with the regulatory requirements
in accordance with North Carolina Administrative Code Title 15A 02T.0300, the maintenance and
operation of the private wastewater collection system, and obtaining the required permit approvals
associated with the private wastewater collection system„. Please review this section of the
Administrative Code prior to submitting your application to the State. If the permit applicant is unable to
perform all of the operation and maintenance duties required by the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The ciq, reserves the right to disconnect the subject wastewater collection system and potable
water service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies,
After the private wastewater collection system has been constructed and prior to water service
activation. Southwood Realty Companymust complete the NCDENR DWQ regulatory requirements in
accordance with North Carolina Administrative Code 5A, NCAC 2T for nnal. approval and the
Southwood Realty Company's engineer must certify that the private wastewater collection system has
been installed in accordance .with North Carolina Administrative Code I 5A NCAC 2T, A copy of the

wm
ring
upt.
Date
tteastewatt
Gg

SACC
ISO 14001:2004 • NC Star PublicPubftc Secto
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
March 14, 2016
Subject: Flow Acceptance Request - City of Concord
The Seasons al Poplar Tent Private 8-Inch Sewer Extension
Dear Mr. Hiatt:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Office: 232 Dayi&:,08 Hwy.
Certuyd, NC 28027
N1a0 PO. Eox 428
Concorq, NC 28026-0428
704386,1783 ;70479131564 Fax
www7N8acc org
This is an approval of the flow acceptance request that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on February 23, 2016..WSACC has or will have capacity
at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and.
treat the domestic wastewater from the proposed project entitled The Seasons at Poplar Tent Private 8-inch
Sewer Extension. The referenced project will serve a 264-unit apartment complex with a 200-person capacity
pool, with a projected total wastewater flow of 62,480 gallons per day (spd)„ The wastewater generated by this
project will be conveyed through a proposed 8-inch gravity system, through an existing gravity system, and then
enter WSACC's collection system at the existing 30-inch Middle Coddle Creek Interceptor. WSACC agrees to
accept wastewater from the proposed development based on information provided h> Landworks Design Group,
PA (Civil. Engineer for the project) using North Carolina Department of Environmental Quality (NCDEQ)
wastewater flow guidelines..
'The WSACC Capital Improvement„Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital R.eserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject: to approval by WSACC's Board of Directors, support from local
governing bodies,. regulatory approval, and funding availability At this time there are no scheduled upgrades in
the current six year CIP to WSACC facilities located downstream of this proposed project„ It should be noted
that the list and schedule of CIP projects are 'tentative and are revised periodically to reflect changing conditions
and needs,
If construction of this project is not started within two f - of the date of this ,approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any questions,. please call me at (704) '786-1783, extension 224,
Sincerely,
1intothy R, ' iscr, P,E.
Engineering Director
cc: Sherri Moore/Concord
Steven S. Wilson, .PE/Landworks Design Group, PA
Michael Wilson/WSACC
Chad VonCannon., PE/WSACC
Mark Lon
Thomas; Hahn. PE/WSACC

DI Mon of Water Resources
\V AC:"C
Extension
Flow Trac
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Acceptance for Sewer Extension Permit Applications
(FTSE _..01 /14)
,) The Seasons at Poplar Tent Private 8-inch Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving; wastewater:
Rocky River Wastewater Treatment Facility -- Permit 4NC0036269
-1 Muddy Creek Wastewater Treatment Facility Pennit #NC0081621
WWTP facility'spermitted flow, MGD
Estimated otilated flow notyet tributary, to the
W WTP facility's actual avt; daily flow, MGL)
Total flow for this specific request MUD
Total actual and obligated flows to thefacility MGD
Percent opfpt:rmitted flow usedw ..
26,500
1,495
70% of permit)
0,062
18.437
69,574)-
I. Pump stations along; the route from the Jurisdiction's connection point to the WWTP.
Pump Station
[Nance or Number
Firm Capacity of any pump station is defined as
ig Average Daisy Ftow.ta the firm capacity of tbe pomp smaltun diwlking factor teat Irss than 2.5.
k tatrtttttae Aaarasartent Arideatdnm xhatt tae attached for each lroceneir vduthon t xatcsl hetu een tige prsatecd vounocd
(A) tai yt:° (D) tiz+c..`V
*" i t>trtax t turecml Obligated, Not Y T
pO
MCI)
Da4y Flow
I.4R0
Section Ill. WSA:C Cer
Statement:
teved with the largest pimp taken out of xervice_
1, Timothy is pf c rtify that, to the best of my knowledge, the addition oldie volume of wastewater to he
permitted in this project has been evaluated along the route from the connection to the intercept
wastewater treatment Facility; and the flow from this project is not anticipated to cause any capacit
overflows or overburden on any downstream pump station in route to the reccciving treatment plant under norma
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. "This analysis has been performed in accordance with local established policies and procedures using the 'best
available data. This certification applies to those items listed above in Section I aid Sectic)it 11 plus till attached planning
assessment addendums for which, to the best of trey knowledge, will not adversely affect the downitre tni sewer capacity.
Signature oL' f this wastewater flow.
:SACCl' ..Signing t f, � rt' .Signature
RevisiDale. 08/09113
/Lb

State of North Carolina
Department of Environment and Natural Resources
Division of Water .Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
The Seasons at „Poplar Tent Private 8-Ineh Sewer Extension
2015-052
Jurisdiction Requesting Flow Acceptance for Collection System:
ECity o Concord FiCity of Kamiapolis Eli I own of Harrisburg
ECharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lotstlinit:
Project Title: The Seasons at Po vlar Tent Private 8-Inc v Exte si 2015-052
Description: The Seasons at Poplar Tent P?ivatL&4n er 1 tcnjiengineering plans and specifications, as pre -pared
,ind sealed by. Steven S, WilsonNCPV,i,vith LandworksDeip (hQup, PAfor the wastewater collection systenLemptision
consistin&of ipji o 5 18 linear feet of 8-inch sanitary sewer with 0 manholes and other mpurtenances 264 Apartment
units with,504bedrporns and,a 200erson cameity pool ameility located off of Poplar Tent Rd, with a 1.vastewater discharge of
oaLlskom
What is the quantity of flow that will he discharged? 0,2,480 GPD
Flow type:
Ni .Domestic 100 % El Commercial LI Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point,
(A)
(C) DE)—TA-D)
viOlal)tr:
Pump Station ;.'tte eapasiTY 1-k4;ne Avorage Daily '" Approx CtIcremt. Obligatod l"to • rOTai Currogl Fo.w
1.Nainc or Number) MGD (Fir thipf) .Ao4444140 .Dairy flow Tributary -Daily Flow Plos ObiigoRd HOw
MGD Cazii;Tiic
mG1) MGD MGT)
l • "'the I1rm Capacity of any ptAil1pStatiOrt is defined 38 the maximum pumped flow that C34111 he achieved with the largest pump taken out of s.ervice.
1 '.Desiga. Average Itaity Flow iN the firm capacity of the pump station divided by St peg king factor riot es's than 2,5,
1 ***A nilnitingAssessmeut it ddetittom halt be attached for each palsy s.to tie a located between the project connection point and the WWII' where Atadahle (..:',tpacity U.
Section II. Jurisdiction's Certification Statement:
Sue 14yde, PE, certify that, to the best (Amy 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 se r overflows or overburden on any downstream pump station in route to
the receiving WS.,NCC interceptor normalcircumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. This analysis. has been performed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I plus all attached
planning itssessment addendums for vinch„ to the best of my knowledge, will not adversely affect the downstream sewer
capacity, Signature of this form indicates acceptance of this wastewater flow.
L51A—t?
Jurisdiction's Signing Official Signature Date
R e v is ion Date- Ohlii9/1

850 Warren a Coleman 134of,„ 1"„0, Buk. 308, Concord Nt 28026-ww,,c,concordncgov
Performance
NI 15
March 21, 2016
Southwood Realty Company
Mr, William Ratchford, VP
PO Box ,4158
Gastonia, NC '28054
Williant,ratchford(i0outhwoodrea ,com
P) 704-869-6024
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System F,.xtension/Moditication
City of Concord Project Title: The Seasons at Poplar Tent Private 8-Inch Sewer
City of Concord Project # 2015-052
Receipt Date: March 17„ 2016 (WSA('C Response)
February 23, 2016 (Approved Plans)
I'ngincering Plan Seal Date: January 2,7, 2016
\VSACC Rocky, River WWTP NU0036269
(Tit) of Concord,. Cabarrus County, North Carolina
Dear Mr Ratchford:
This letter is to confirm that .on March 17, 2016,,our office received The Seasons al Poplar Tent
Private 8-Inch Sewer engineering plans and specifications, a digital copy of the engineering plans, and
private wastewater collection system application, as prepared. and sealed by Steven S. Wilson, NCPF,.
with 1„„andworks Design Group, PA, for the private wastewater collection system extension consisting of
approximately 1,518 linear feet .of 8-inch sanitary sewer with 10 manholes and other appurtenances 264
apartment units with 504 bedrooms and a 200 person capacity pool amenity located off of Poplar Tent
Rd,, with a wastewater discharge of ,62,480 (JPI),
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 62,480 CiPD based on the information indicated on the
'NLDENR Fast: Track application for the project, The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions,, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATION'S, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE MY OF
CONCORD. THE SIG -NATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
Engineering
Phone (701) 9'20-5.425 * FAN, (701'1) 76-4 S2

RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE, ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of C'oncord..
applicable permits associated with this project must he obtained and copies must he presented on site
prior to conimencement of the work.
IMPORTANT: Southwood Realty Company must submit a copy of the NCDENR-Division of
Water Quality, Non -Discharge approval letter and authorization to construct permit and a copy of thc
engineer's final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system, The City of Concord must be present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
.Distribution for Cabarrus County, Contact Phillip Kingsland, Construction Administrator, at (704) 920-
5404 at least 43 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A
NCAC 02T.0300; The Division, of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable, This does not constitute an acceptance of any part of the project that
does not meet 'North. Carolina Administrative Code Title 15A 02'1,0300, as applicable. Failure to comply
may result in penalties in accordance with North Carolina General Statute 0 43-215.6A through 043-
215,6C, construction of additional or replacement facilities, and/or referral of the North Carolina
-
licensed Professional Engineer to the licensing board,
Please be aware that the City will not assume any responsibility, for the operation and
maintenance of the subject private wastewater collection system that is located on the property beyond
the public utility easement/rights-of-way,
Southwood Realty Company will be responsible for complying with the reg.ulatory requirements
in accordance with North Carolina .Administrative Code Title I5A 02T,0300„ the maintenance and
operation of the private wastewater collection system, and obtaining the required permit approvals
associated with the private wastewater collection 'system. Please review tins section of the
Administrative Code prior to submitting your application to the State„ If thc permit applicant is unable to
perform all of the operation and maintenance duties required by the State's Administrative Code, a
private wastewater 'collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable
water service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies.
,After the private wastewater collection system has been constructed and prior to water service
activation, Southwood Realty Companymust complete the NCDENR DWQ regulatory requirements in
accordance with North Carolina Administrative Code 1.5A. NCAC 2T for final approval and the
Southwood Realty Company's engineer must- certifY that the private wastewater collection system has
been installed in accordance with North Carolina Administrative Code 1 5A NCAC 2T. A copy of the

engine trat cer
City ot9 t;i
stet a ?1 r
au m ittLct to t t aty of csr . r
v Pissai°air;€4 Sicka. a ak trs,
aptance
spondenca
Tito t Bach

2
ISO 14001:2004 • NC Star Public Sector
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
March 14, 2016
Subject: Flow Acceptance Request - City of Concord
The Seasons at .Poplar Tent Private 8-inch Sewer Extension
DearMr. Hiatt:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Office: 232 Davidson Hwy.
Concord, NC 28027
Mail to: PO. Box 428
Concord, NC 28026-0428
704.786.1783 • 704..795.1564 Fax
www.w5acc.org
This is an approval of the flow acceptance request that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on February 23, 2016, WSACC has or will have capacity
at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and
treat the domestic wastewater from the proposed project entitled The Seasons at Poplar 'Fent Private 8-Inch
Sewer Extension. The referenced project will serve a 264-unit apartment complex with a 200-person capacity
pool, with a projected total wastewater flow of 62,480 gallons per day (gpd). The wastewater generated by this
project will be conveyed through a proposed 8-inch gravity system, through an existing gravity system, and then
enter WSACC's collection system at the existing 30-inch Middle Coddle Creek Interceptor. WSACC agrees to
accept wastewater .from the proposed development based on information provided by Landworks Design Group,
PA (Civil Engineer for the project) using North Carolina Department of Environmental Quality (NCDEQ)
wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 -- 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to 'continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability. At this time there are no scheduled upgrades in
the current six year CIP to WSACC facilities located downstream of this proposed project. It should be noted
that the list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions
and needs,
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any questions, please call me at (704) 786-1'783, extension 224.
Sincerely,
/1/14•4
nothy 1 iser, P.E.
Engineering D ireetor
cc Sherri Moore/Concord
Steven S. Wilson, PE/Landworks 'Design Group, PA
Michael Wilson/WSACC
Chad VonCarmon, PE/WSACC
Mark Lomax1WSACC
Thomas Hahn, PE/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality'
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE The Seasons at Poplar Tent Private 8-Inch Sewer
Extension
Section 1. Name of wastewater treatment facility (ww'rF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
0 Muddy Creek Wastewater Treatment Facility —Permit #NC0081621
WWTP facility's permitted flow, MCI) 26.500
Estimated oblipted flow not yet tributary to the WWIP, MG[) 1,495
WWTP facility's actual daily flow, MGD l6.8(63:70% ofpermit)
Total flow for this specific request, MGD 0.062
Total actual and oblipted flows to the facility, MG'D 18..437
Percent ofpermitted flow used 69.57%
Section 11. Pump stations along the route from the jurisdiction's connection point to the WWTP.
Pump Station
,{Nume Qr Number)
ower Rocky River PS
I' (A)
r _ -
1 Pirrn CiiPacitY * Design Average Daily How "
i MD (Firep()
MCI)
--4
37.000 4,g00
(B) (C)
Approx Curfent Obligated, Not Yet
Average Daily Now Tribunary Daily Flow
MED MCI)
9,710
1,480
(D) (flit)
ilintal Current Flow
Ploy Obligated How
MGD
(F)'.(A-D)
Mailable
Capacity.**
MCI)
3610
The Firm Capacity of any pump station is defined as the nisi:noun' pumped flow that can be achieved with the largvo pump taken out of service,
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not Is than 2.5.
MINIMUM Assessment Addendum shalt be attached for each pump station located between the project connection point and the WWTP where voidable Capacity is n o,
Revision
Section 'SACC Certification Statement:
1, TintoThy iticjser,,,,PI, 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 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 (Odle planned improvements identified in the planning assessment where
applicable, This analysis has been performed in accordance with local .established policies and procedures using, the best
available data, This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning,
assessment addendum for which, to the best of my knowledge., will not adversely affect the downstream sewer capacity,
Signature o a es ace' of this wastewater flow,
"s Signing „ Signa(ure
jlc 03/09/1.3
Date

D1v1Lot of Water Rtou
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
The Seasons at Poplar Tent Private 8-Inch Sewer
2015-052
n
Jurisdiction Requesting Flow Acceptance for Collection System:
ZCity of Concord EICity ofKannapolis ETown of Harrisburg. ETown ofMt Pieasirit
ElCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: 'Fbe Seasons at .Poplar Tent Private 8-Inch Sewer ,Extension—Proiect #2.0157,0Z
Description: TheSeasoris at Po .lar 1"entPrivate ..8!-toch Sewer EN teriEjop,enginering plans and specifica(ions, as prepared
and sealed Iv_ Steven & Wilson,NCPE, with Landworks Desigu Gratip„,2A, for thc wastewater collection. systerrisxteasion
cPusiisti114Pf RIPPrON int4td.Y..„.1 1 8 1ingaTet pf8j001sanitiryst°VLwith...1 0 .111P11.01c5„.„41,0ogleLg,pp.pileRpgg,5...204.....nattment
upil* with 50411edrooms and a 200zerson capacity pool amenity IticatettoffpfPoplarT ent Ititwith a wastewater discharge of
62,0 4E1151,
What is the quantity of flow that will be discharged? 62,480 GPD
Flow type:
'Domestic 100 °A L Commercial industrial
Section 1 - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection_point.
Vamp Sta ti on
(Name or Number)
N/A
(A) ii3)
Firm Capacity * Design .Avevar,cDoily Dow i) Appoos Current
MGD (Firinfpf) Average Daily Flow
:MGD MCI)
(C) (1.)) — (ii+C)
()bigoted, Not Yet. 'fatal Current Flow
Tributary Daily flow gated Dins
MCI) MCI)
The Firm Capacity of any pump station. is defined as the maximum pumped flow that an be achieved with the hi egest pomp to.keu bist of service.
*.ticsigu Average .Dally Flow is the firm capacity of the pump station divided by a peaking Factor not tes s than 2.5.
"'A "limning ASNeSiment. Addeilduro shall he attached for each pump station located hehvennthe project connection point and the WWTP :where Available Cowl city is 0.
(Err(A-D)
Available
Gapocity"-`.
MCI)
Section IL Jurisdiction's Certification Statement:
M. Sue Hide, PI, certify that,. to the best of nty 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. ihis analysis has been performed in accordance with local established policies and
procedures using the best available data. This certificationapplies to those items listed above in Section I plus all attached
planning assessment addendums for which, to the hest °fray knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow,
2/
Jurisdiction's Signing Official Signature Date
Revision Diitei 08109/13

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Project Narrative
Date: April 8, 2016
To: NCDENR
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: The Seasons @ Poplar Tent
Job #: 15002
Re: The Seasons @ Poplar Tent - Private Sanitary Sewer Narrative
Telephone: [phone]
Facsimile: 704-841-1604
The proposed Seasons @ Poplar Tent will be a multi -family residential development serving 264
apartment homes, with 502 total bedrooms.
2 I� iti Z J 1,41 3bL)
This project will consist of approximately 1,518 LF- 8" private gravity sewer and related
appurtenances, which will connect to an existing 8" public gravity sanitary sewer located in the
Cobblestone Road R/W..
The estimated sewage flow from this project is 62,480 gpd based on the following calculations;
504 bedrooms @ 120 gpd + 200 People © 10 gpd for swim dub = 62,480 gallons per day.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE
P:12015 Jobs15002 - Poplar Tent RatchfordlPe1 Submittals & App
v
DENR\15002 DWQ - Fast Track Narrative. dccx

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: April 8, 2016
To: Barry Love
NCDENR — Mooresville Regional Office
610 E. Center Ave,
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: The Seasons at Poplar Tent
Job #: 15002
Dear Barry,
Telephone: [phone]
Facsimile: 104-841-1604
704-391-7700
ew.courrernet.net
On behalf of the Southwood Realty Company, we are submitting Fast -Track Application (FTA 10-
14) for gravity sewers for the construction of "The Seasons at Poplar Tent" private sanitary sewer
and related appurtenances,
• (2) Copies of completed application FTA 10-14
• Project Narrative
• Flow Acceptance letter and FTSE 08-13 form
• Site Maps. Appropriate forms have been signed by the proper representatives.
• (1) Review Fee
We look forward to your favorable review and approval of the proposed construction, Should you have
any questions or if we may aid in your review, please feel free to contact me at 704.841.1604,
Regards,.
Landworks Design Group, PA,
Steven S. Wilson, PE
P12015 Jobs115t a2 - Poplar Tent RatchfordlPermit Submittals & ApprovalslUtilitiesWCDENR11_ 15O28 DENR Private Sewer Submittal
Memo. docx

Corporations Div
ion
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iE/atria F i
ar y
North Carolina
DEPARTMENT r 171,,:itx
SECRETARY OF TATE
PO Bolzailotisti, NC 273i-d'k"'r22 'p19;110.) 7- it
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Southwood Realty Company
Business Corporation information
Account.
Login
Register
Sosid:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0138826
Current -Active
Current
Domestic
1/27/1977
January
NC
Arthurs Douglas P
Principal Office:
Reg Office:
Reg Mailing:
Mailing:
Officers
165 S York St
Gastonia, NC 28052
420 E Long Ave
Gastonia, NC 28054
PO Box 2206
Gastonia, NC 28053
PO Box 280
Gastonia, NC 28053
Secretary:
Vice President:
Treasurer:
President:
Stock
Dan W Ratchford
P.O. Box 280
Gastonia NC 28053
Dan W Ratchford
P.O. Box 280
Gastonia NC 28053
Herman E Ratchford , Jr
P.O. Box 280
Gastonia NC 28053
Herman E Ratchford Jr
P.O. Box 280
Gastonia NC 28053
Class: COMMON
Shares: 100000
Par Value 1
http://v secretary.st.ate.tic,rta/Searchi`pr-of orp/4 49485 4/ 1 201 fi

Permit Number i00 4
Central Files: APS SWP
4/1212©16
Pe Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pum
Primary Re
ori,tuvia
Coastal SWRule
Permitted Flow
62,480
Facility
Pressure Sewer Extensions
Status
Active
Version
1.0©
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
The Seasons at Poplar Tent Private Sewer
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
Southwood Realty Co
0 ates JEv en is
panY
Owner Type
Non -Government.
Owner Affiliation
William Ratthfard
PO Box 4158t
Gastonia
NC 26054
Orig Issue
411212t116
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/8/2016 4/12/2016 4/12/2016
Regulated Activities
Apartment complex
Condominium
Wastewater collection
0utfali
Requested /Received Events
Additional information requested
Additional information received
Waterbody Name
x Number
ant Class Subbasin

Water Resources
ENVERONMENTAL QUAL, T Y
September 11., 2017
Mr. William Ratchford, Vice President
Southwood Realty Company
P.O. Box 4158„
Gastonia, NC 28054
SUBJECT: Final Engineering Certification Acknowledgement
The Seasons at Poplar Tent
Permit No. WQ0038394
Permitee: Southwood Realty Company
County: Cabarrus
Dear Mr. Ratchford:
ROY COOPER
Governor
MICHAELS. REGAN
Secretory
S. JAY Z[MMERMAN
Do.ec[or
The Division of Water Resource's Mooresville Regional Otlice received the final engineering
certification with record drawings for the subject sewer extension project on 9/11/2017. 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 Pennittee 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 n.o longer owned by you or your company, please complete Form PNOCF since
the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portalmodenr,orglwebiwq/swp/pslcs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at (704) 235-21.90, or at.
ori,noria(nedenr.g,ov.
Sincerely.,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr. Steven Wilson P.E.(E-cop))
Central Files
MR.0
Stake of NOrth Carolina f." Eavinartmental t"..'Avaltry, 1 Water itecturces
510 E. Center Apren14e, Suite. Mocle„,5ville, NC I 15
pnore, 6.3„16" i.,74err,er wvivvnic.(1F-nr.gey

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: SOUTHWOOD REALTY (,,O.tvIPANY
PERMIT #: WQ0038394
PROJECT: THE SEASONS .AT POPLAR 'FENT
ISSUE DATE: i\PRIL 12, 2016
This 'project shall not be considered complete nor a Hawed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all requited 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 .i.egional Operations Section at the
address noted in the page rooter
Any wastcwitter flow made tributary to the wastewater collection system extension prior to completion
cif this Certification shall be considered at violation of the permit and shalt subject the Permittee
appropriate enforcement iacitions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A .Final Certification shall he a complete set of
record drawmg s design calculations regardless of whether partials have been submitted„
TEE'S N
the undersigned agent for the Perm ittee, 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 Perm ittce, and the Perm ittee is prepared to operate & maintain the
wastewider collection system permitted herein or portions thereof,
\ N 7
Printed Natile, Title
Sigmature
NCt'1FR'S CERTIFICATION
I„ ' ``'%., as a duty registered Professional Eirgineer in the State of North Carolina,
having been authorized to observe k, El weekly, IJ (MI tine the construction of the
project triune and liicat ion as refereneeel above, for the above P'ermitteei hereby state that, to dui best of my
clue care and diligence was used in the observation of the COnStrUCti011 such that the construction
was observed to he built within substantial compliance of this permit; ISA NCAC 02T; the Division of
Water Resources(Division) .Gravity Sewer Minimum Design Criteria adopted 'February 12, I tJ96;
applicable; the Division's Minimum Design Criteria. for the Fast -Track Permit:ling of Pump Stations and
Force Mains adopted June I; 2000, as applicable; and other supporting, materials,
North Carolina 'Professional Engineer's Seal wlsignature ititZt date,
71 Partial (include description)
Certification Coirtments/Qualdiers (attach if rtecess
„Alr ft
DWR VVater Quality Regionai Opecations Section $1.0 East Center Avenues Suite ,301, :Mooresville„ NC 28
Moogional Office Phon ) 613- l5Y 704 l-633-6040

Tuvia Ori A
From:
Sent:
To:
Cc:
Subject:
Steve Wilson <[e-mail]
Monday, September 11, 2017 1:26 PM
Tuvia, Ori A
Long Quach
Seasons at Poplar Tent WQ0038394
On
Per our discussion, the design length between manholes 2 and 3 is 310.00 feet The as built length is 310,03 feet
The "marked thru" 117.64' dimension shown on the as built plans appears to be a typographical error.
Thanks
vett S. Witsont PE.
r s esi ro
7621 Little Ave
Suite 111
Charlotte. NC 28226
704-841-1604 x702 (phone)
104-841-1604 (fax)
704-293-7132 (cell)

Water Resoowea
ROY COOPER
(3,,vemor
MIC AEI, S. REGAN
secretary
S. JAY ZIMMERMAN
DirEctor
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 9/11/2017
Project Name: Seasons at Poplar Tent (Final)
WQ#: WQ0038394
1) As -built has been signed, sealed, and dated by an N.C. PE Ves 0 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 0 No 0 N/A
Proper cleaning capabilities was vertfiecl (see email)
3) Adequate information related to pump stations:
Ensure power reliability option is selected ( I5A NCAC 02'1".0305(h)). Yes —I No N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-1.2)
1.5A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) •
Criteria for Permitting of Pump Stations and Force Mains (latest version).
inimum .Design.
Yes No N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
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 high priority lines (15A.NCAC 02T .0402(2))
—1 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 1 ength?
( Original length of pipe — As built length Original length) < 10%.
If no application need to be modified
Yes P No
State of North Carolina s 'Eaviroarnental Quality [ Water Resources Water Quality Regional. Owrations
1N1oores'olle Regional Office 1610 East Center AN,enue, Suite 301 Mooresville, North Carolina 21115
704 66.3 1699