WQ0038169_Regional Office Historical File Pre 2018

r
Water Resources
ENVIRONMENTAL OUALITY
December 11, 2015-
Ms. Anne O. Moffat, President & CEO
The Presbyterian Home at Charlotte, Inc.
5100 Sharon Road
Charlotte, NC 28210
1
E PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
l
p.
Subject: Permit No. WQ0038169
The Presbyterian Home at Charlotte, Inc.
Sharon Towers Villa Apartments - Phase 1
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Ms. Moffat:
In accordance with your application received December 7, 2015, we are forwarding herewith Permit No.
WQ0038169 dated December 11, 2015, to The Presbyterian Home at Charlotte, Inc. (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition [1.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 15013 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704 663 1699

14
r
|fyou need additional information concerning this matter, please contact Barry Love at(7C4)235-2l43
or via e-mail at barry,[e-mail].
Sincerehy,
bv#V.Corey Basinger, RegionalSuperviswr
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, N[QEC\
cc James M.Carpenter, P.E./e-conv\
Barbara Gross (e-copy)
Tommy Rowland
Regional Office Files
Water Resources Central Files
Page 2 of 9

AC
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 Presbyterian Home at Charlotte, Inc.
Mecklenburg County
for the construction and operation of approximately 1,990 linear feetof 8-inch gravity sewer(existing) and
457 linear feet of 10-inch gravity sewer(existing) to serve existing facilities (34 single family units, 169
mufti -family units, 40 assisted living units, 96 healthcare units, 141 seat dining room, 50 seat bistro, 21
seat lounge, 1,247 sq.ft. kitchen, 1,446 sq.ft. kitchen and 5 person swimming pool), and a 0.00243 MGD
pump station with duplex pumps, and permanent generator with automatic transfer switch; as well as
346 linear feet of 2-inch force main to serve 18 apartment units(new) as part of the Sharon Towers Villa
Apartments - Phase I project, and the discharge of 57,967 gallons per day (55,537 gpd existing and 2,430
gpd new)of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant
to the application received December 7, 2015, 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
Environmental Quality 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
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038169
Permit Issued: December 11, 2015
Page 3of8

-".
SUPPLEMENT �������U^� �� �U����
_x��m o m.v~u�""~v� o o �� PERMIT v .~��mu.nn SHEET
The Presbyterian Home at Charlotte, Inc. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension, The
sewage and wastewater collected bythis system shall be treated inthe Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting mdthis project doesnotcomstiiuteanacceptamceofanypertofdnaprobectthatdoesnoLrneet
15A NCAC ZT,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. It shall bethe Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
|' SPECIAL CONDITIONS
1^Noflow mexcess of the quantity permitted herein, 57,967GPD,shall bemade 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)]
2. This permit shall become voidable unless the agreement between The Presbyterian Home at
Charlotte, Inc. and Charlotte Water for the collection and final treatment mfwastewater islafull force
and effect. 115ANCA[02T.0304(h)]
3. Each pump station shall he clearly and conspicuously posted using weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving single-
family residence may have aplacard orsticker nnthe control panelin1ieuOf,asign,'[15ANCACO2T
N.STANDARD CONDITIONS
L 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 Perrnittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and ether
supporting materials as may be appropriate. The approval nfthis request shall be considered Vnits
merits and may ormay not beapproved. [l5AN[A[02T.O1U4; G.6143-I15.1/d3>]
2� This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC IT; the Division's Gravity Sewer Minimum
Design Criteria adopted February1Z, 1896, as applicable; the Division's Minimum Design [ritehafor
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 NCA[OZT.O118)
Page 4 of 8

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 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 27 .0403. 1f an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1.. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Page 5 of 8

j. 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,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control [G.S, 143-215.1C(a1)1
6, Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7, Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. 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.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
Page 6 of 8

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 ail the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance. with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 027.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .01161
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
The Presbyterian Home at Charlotte, Inc.
WQ0038169
Sharon Towers Villa Apartments - Phase I
December 11, 2015..
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom..
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Da
ENGINEER'S CERTIFICATION
as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (r7 periodically, weekly, En
full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996,.as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal w/signature & date:
Final fl Partial (include description)
Certification Comments, Qualifiers (attach if necessary)
State of North Carol Encirnmmeutal Quality Water Resources Water Quality Regional Operation
Mooresville Reniona1 Offtel 610 East -Center Avenue, Suite 301 Mooresville, North Carolina'28'115
704 663 1699

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. OwnertPertmittee:
ye isHorne
1a.The Pre b erran o otte
Full Legai,Name (company, municipality, HOA,utility„ etc.
Ataplicatlart Number:
(to be completed by DWR) W
Z
000, lb Anne O, Moffat -- President & CEO
Signing Official Name and Title (Please review , for authored signer o
tc. The legal entity who will own this system is:
0 Individual Federal © Municipality LI State/County j Private Partnership
_a. .M_ww_.,... .-.. .__
"ld. 51pQ Sharon Road :1e. Charlotte
III. Mailing Address City
2 1f, North Carofnna sic 28210
State*
Zip Code
1 h, 704 553-3709 1 i. A off t(gsharontowers,o
Telephone Facsimile a
Pr 1 Wooility) to on:
2a. Sharon Towers Villa - Phase l 2b, Meckienbur
Brief Prect Natxr (perirtit wilt rrfer to this Warne) County Where Project is Located
Pe o :
a:arxres PE 1, Inc. — Engineer of Record _
Name and AfFtliatton cif Someone Who Can Answer Questions About this Application
3b, 704-909-3516 3c, �car�enter (e i ion , ©
Phone Nunaber��.. E-mail ..� ..d.
1, Project is . New 0 Medifr t n (of an existing par'rnit) If Modification, Permit No..
2. Owner is 0 Public (skip to
Private (go to fferra 2(a))
rrivate, appticant will be:
Retaining Ownership (i.estore, church, single office, etc.) or
(.sing units (lots, townhomes„ etc - skip to item 8(3))
Selling units (lots, townhonies, etc. - go to item B(2b))
Charlotte
rwlw�rer of
Name of
Charlotte
der ofof
Treatment F
earn S
t ldi4tttiat Subdivision
ApartrrtentslCondomi niums
Mobile Home Park
oration U Other (s
N
2b. If sold, facitities owned by a (must choose one)
O Public Utility (Instruction D)
© Homeowner Assoc [Developer (Instruction E)
Treating Wastewater Frort7 This Project
4b, NC 0024970 v.
WWTF Permit No,
grSiz
tha
y
Cravrly
Force Main Permit# of Downstream Sewer
0 Retail (Stores, shopping centers) OrornesticrCommercial
© institution Inrtustriat
Q Hospital
Church (Attach Description)
Nursing Horne % Other
0 Other (specify)
(Attach Des etioni
Volume of wastewater to be allocated or prfrmitted
'Do not include future flows or previously perm
f tfae permitted flow is zero, indicate why:
particular project. 7r gallons per day
locations
Pump Station, Outfall or interceptor Line where flow will be permitted in subsequent
© Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see to determine if a permit is required)
its that cant ect to this line
FTA 10-14 APPLICATION
Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with wLS,A_NCAf, 2T _1 1.4 for
the value in Item 8(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 wafer or wastewater use
data in accordance with 15A NCAC 2T _0114 (f).
See cover letter for calculations.
10, Summary of Sewer Lines to be Permitted (att
Size (inches)
8
1t0
z
11. Summary of Pump Stations wf a so
z
a
ditional sheets if necessary)
h (feet)
1,990
457
New Gravity or Additional
Force Main
Gravity
Gravity
Force Maine to be Permitted (attach additional sheels as nece
0, Pump Station Location ID: 1 (self chosen - as shown on plansimap for reference)
`-* Longitude: _50' 08.1.1" W Latitude: 35" 08' 2929,43" N
z
0
El cry Operational Point Power Reliability Option
D) GPM TDH 1 - permanent generator w/ATS; Force
2 - portable generator w/MTS
243
1 @ 17 T 1 - permanent generator wl ATS
2"
n
Force Main Length
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude:
Design Flow
(MGD)
Latitude:
Operational Point Power Rel%abliity Opttion
GPMT1 `permanent generatorwiATS; Force Main Size Force Main Length
2 - portable generator wtMTS
12, Vtiill the wastewater flow in the proposed sewer lines or pump stalions be able to be directed to another t
Q Yes MINo If Yes, permit number of 2n° treatment facility
(RO - if "yes" to 8,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with th
(latest version), the r yjiy., i
If No, complete and submit the V
documents for review, Approval of tit s ratttaest is required prior to subml't t of ttte Fast Track Application and
supporting documents,
sipjaileRa (latest version) and
iYes n No
a
fp
appli
ent facility?
FTA 10-14 APPLICATION
Page 5 of 6
pplication and supporting

14, Have the following permi€s/rti�tis t1
Wetland/Stream Crossings - General Pen
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Storrnwater?
15. Does this project include any high p
manholes)? These. Ijnes will ne CO
Check if Yes. Q and provide details-
n submitted for approval for the system or p�rofect to l served?
€�r 401Certification? 0 Yes 0 No L' N/A
[ +Yes 0 No ©WA
Ei Yes ID No Er/N/A
Yes 0 No Q N/A
(15A NCAC 0 •:T. involve aerial lines, siphons, or inlerferen
high priority and ,trust Ufa chgcked once event six monthrs,
Owner/Per idtee's Certification; (Signature of Signing Official and Project Name)
1, Anne O. Moffat, attest that this application .for Sharon Towers Villfr Apartments — f?hese 1 has been reviewed by me and
is accurate and complete to the best of my knowledf:. 1 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 Irorrfptete. Note: In accordance with North Carolina General Statutes143-215,6g and 143-
215r68, 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 fare not to exceed $10,000 as well as civil penalties up to $25,000
per violation,
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 Q2T .03Q5
Z
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Na
1, James M. Carpenter ,attest that this application fo
me and Is accurate, complete and consistent with the int
supporting documentation to the best of my knowledge. I further
design has been prepared k accordance with the applicable regulations,.
Phase I has been reviewedby
g plans, calculations, and al/ other
t of my knowledge the proposed
Minimum Design Criteria for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criterta for the / ast-Track Permitting of Purnp
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 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note; to accordance with NC General Statutes 14,3 A. and 14-15,§,e, 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, Jamess h+t. Carpenter_
Professionai Engineer Name
2b. Ste
Engirreerir
2c. 200 S. Coll
Mailing Ad
2d. Charlotte
City
2gm 704-909-3T6
FTA 10-14 API'ATION
Suite 720
2e. NC
28202
Ste te Zip
icemenr tstewartinc.com
E-mail
Page 6 of 6
NC PE Seal, SignatL

I
..__ _
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
_ ..._ —_ _ _ _ - - _
Application Number:
(to be completed bypwirp
�..
W `i 3p ► q_9--
,
'
.
Ft
RMATION` •
�. Owner/Permittee:.
1 aThe Presbyterian-1-1ome of Charlotte
Full Legal Name (company, municipality, HOA, utility, etc) - __ — _
lb. .Anne O. Moffat-- President.&CEO - -
_ l
Signing Official Name and Title (Please review 45A.KI AO 2T ;09QB4i1 for authorized signing officials)
1 c. The legal entity who will own this system
0 Individual Federal❑.Munici alit
is:
Private Partnership, ;Corporation ❑ Other (specify):
_ ■ State/County_•
1
A APP_LJCAT_ION= INFO
_•
1d. -5.100_Sharor i ad_ - ,
- —
1e. =Charlottes S�FCENEDINC�Dp S
Mailing Address, _ _
City C4 O.2t1
- {
1#. ;North -.Carolina — -- - _ ----- _
1 g. 28210 ,_._. — - ..-._ --- -- _ _- __-
Sfate _. _... __
__. _._._.._...._.._-._ --
Zip Code WOROS
1 h.,.704-553-3709 _ - _ �
1 i _ .._ _ _
lj. [e-mail]�q r.�;_e)ri's.:.rREGtONN-01
ffi_
Telephone 1,
Facsimile
E-mail
1
2. ProtectiFacility) Information: ___ -
a.- Sharon_Towers Villa,Aparttnents - Phase I ,
2b.- Mecklenburg
ti'
Project Name (permit will refer to.this name) •
Brieff-=
'CountyWhere Pr
ject isLocated
-w_ _�
3. Contact`Person:
a. JameVCith3e-fitet7
. .._ —_ __-_ —� —-__--___ -
-..,.��
_ _
__ --+
PE /,Stewart; Inc. -Engineer of Record
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. ;704909_351.6 . _ _ �,-__ ___ -- - ibc.dcarpenter©stewartinc,com_
_
"Phone Number - - - _ _
E-mail
1. Project
is:I'New • Modification
-
(of an existing permit) If Modification, Permit No,1
. Owner
Item B(3)) ,Private (go to item
2(a)) _ _ -
is ■ Public (skip to
-
''2a.
�.
a
� 2
If private, applicant will be:
' .Q Retaining Ownership (i.e. store, church, single office, etc) or
[ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (loss, townhomes, etc. - go to Item B(2b))
2b, if sold, facilities
■ Public Utility
0 Homeowner
owned by a (must choose one)
(Instruction D)
Assoc./Developer (instruction E)
_ - .. _ ____ -_ .. _ -
3. Charlotte Water — . __ _ _ ___ _
Owner of Wastewater Treatment Facility (VUVVfF) Treating Wastewater From This Project
4a. ,McAlpine.WWTF T _. - - T ----2
-
4h. 0024970_ -
Name of WWTF
•_NC
- ,
i WUVfF Permit No,f
IN LE a ;
f$.�
5a.,.Charlotte Water .. - -- __ _....b.. 10' - I
❑ Gravity
❑ Force Main
_ _ _
c __,...-._ _ _ ... - - -
Owner of Downstream Sewer "ea iving Sewer.Size
Permit # of Downstream Sewer (Instruction F)
ifLL
�1 Z'';6r=Tbe_origin
II = ,11
l',
r
�k
<
. -j
- - ,_ ''
' ''---
,
I
i _q
i I
I '
_Office
of -this wastewaterris(check all that apply): _ -
esIdential Subdivision
'Apartments/Condominiums
obile Home Park
dibo1
L estw.ira t
0
IIInstitut
. ■
!❑
Retail (Stores, shopping
ion
Hospital
Church
'Nursing Home
Other (specify):_
centers)
i.100% Domestic/Commercial
o
/o Industrial
(Attach Description)
2fo Other
ttac esc ' tin
f8 h_D rio,
,.
I
_. ,,
Volume
Do
of wastewater to be allocated or_permitted for
thisparticularproject
allocations
. L
57,967 gallons per day
not include future flows or previously permitted
--
8. If the
1
; 0
permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor Line where
Flow has already been allocated in Permit
Rehabilitation or replacement of existing sewer
(see 1ANGAC`02T:tia03 to
-
flow will be permitted in subsequent
No.,
permits that connect to this line 1
i
•
; ! 0
with no new flow expected--
determine if a permit is required)
PTA 10-14 APPLICATION
Page 4af6

9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NcAc 2-1- .0114 tor1
the value in Item, 8(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 usel
data in accordance with 15A NCAC 2T ,0114 (f).
See cover letter for calculations,
10, Summary of Sewer Lines to be Penrnitted (attach adthto
shee
s if necessary)
Size ( New Gravity or Additional
Force Length (feet) Force Main
8 1990,Gravity
10 457 Gravity
uJ
11 Summary Pump Stations wi associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID: 1 (self chosen - as shown on plansimap for reference)
0
z
0
Longitude: 8
Design Flow
(MGD)
111
Latitude: 3508'29_4
Power Reliability Option
Operational Point . - i permanent generator WATS; Force Main Sle Force Main Length
GPM cTDH
2 - portable generator wIMTS
0 0.00243 13,1 +fi) 17,7° 1 — permanent generator wi ATS 2" '
Z Pump Station Location ID: (s If chosen - as shown on plans/map for reference)
1.-
2 Longitude: Latitude:
Ce
W
a . Design Flow
Operational Point Power Reliability Option ,.
(MCI)) 1 - permanent generator WATS; Force Main Size Force Main Length il
..... GPM @TDH
LLI 2 - portable generator wFMTS
12 Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LJ Yes [No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the rryinm DesigrIgirtg the_pogiltiri
(latest version), the ciritYitY,„,*VNYALMinfllikat, AgaC,'Titq0 (latest version) and 1
'Yes D No
If No, complete and submit the
documents for review, ApprovalApprovat ofthe
supporting documents.
&1!nP SatpnkrgE,
as a pl
VJJQ4 application and supporting
luired priorprlor to submittal of the Fast Track Application and
FTA 10-14 APPLICATION Page 5 of 6

14, Have the following
erlifrcations been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certifcation? 0 Yes 0 No L' NIA
Yes 0 No [� /N/A
0 Yes 0 No iJ N/A
E'Yes 0No ON/A
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
15, Does this project include any high priority lines (16A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will Pe considered i NO Priority and mutt be checked once every six monthe
Check if Yes: 0 and provide details:
1.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Anne O. Moffat attest that this application for Sharon T
is accurate and complete to the best of my knowledge. l unnd th
completed and that if all required supporting documentation and attachments are n
subject to being returned as incomplete. Note: In accordance with North Carolina General Stat
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.
he been reviewed by me and
is application are not
pplication package is
es 143-215.6A and '143-
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI 11AL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO '15A NCAC Q2T ,Q3Q5
Professional Engineer's Certification: tSignature of Design Engineer and Project Name)
1, James M. Carpenter ,attest that this application for Sham Towers Villa Apartments — Phase 1 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, 1995, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted dune 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 ! 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 143-215.6B, any person who
knowingly makes any false statement, representation, or certification In any application shall be guilty of a Gass 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
srrse• 4,4�_
2a. James M. Carpenter
Professional Engineer Name
2b. Stewart, Inc.
Engineering Firrn
2c 200 S. College Street, Suite 720
ling Address
2d, Charlotte
City
2g, 704-96
Telephone
FTA 10-14 APPLICATION
Fac
Page 6 of 6
ARQ
PE Sell, 5%natur Date

CHARLOTTE
W TER
November 25, 2015
Mr, James Carpenter
Stewart, Inc,
200 S College St
Suite 720
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SHARON TOWERS VILLA APARTMENTS AND
EXISTING SHARON TOWERS FACILITIES
5200 SHARON ROAD, CHARLOTTE NC
CLTWATER TRACKING# 600-15-602
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 2,430 gallons per day (18
apartment units x 135 gpd/unit) and has been accepting the existing gravity sewer flow of 55,537 gallons
per day ( see the attached flow calculations) from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based upon the existing capacity of the designated publicly owned treatments works, Please see
attached NC DENR FTSE form,
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management
Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved, connection to the
CLTWater and sewer system is :ccepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. if the appropriate
authonzation fo construct aemuts are nc,Lo Wiled and c n ructi n haspot stprted wiVun one 1 ear of
iss ance of this flow acceptance study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this approval shall be rescinded and a new flow
cQpanstumute. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 c.harlottewater,org
Operated by the City of Charlotte

'MXIMISek
STEWART
FAST -TRACK APPLICATION (FTA 10-14) - COVER LETTER
Re: Sharon Towers Villa Apartments - Phase I
5100 Sharon Road, Charlotte, NC 28210
Prepared by: James Carpenter, PE;
November 23, 2015
Permit Scope:
The Presbyterian Church began the development of the Sharon Towers project in
the late 1960's as a retirement community. The community occupies 26.33 acres on
Sharon Road in south Charlotte. There are currently approximately 30 single family
and multi -family buildings on the site. The Sharon Towers Villa Apartment - Phase
1 is an 18 unit multi -family building that is to be constructed on the site. The Villa
Apartment building will discharge its sanitary sewer through a duplex pump station
and force main to the existing on -site gravity system.
During the process for applying for an NCDENR non -discharge permit for the pump
station and force main, it was discovered that the existing on -site gravity sanitary
system was never permitted through NCDENR. There is a Charlotte Water
Department sanitary sewer manhole and main that the on -site sewer system ties
into on the north side of the site, The effluent from the project is ultimately treated
by the Sugar Creek treatment facility and the existing flow from Sharon Towers is
already accounted for in the Charlotte Water system.
This permit submittal is for both the Villa Apartment building pump station and
force main and all of the on -site existing gravity sewer, NCDENR requested that we
submit for both of the systems to assign a single NCDENR permit number for the
Sharon Towers community. Sharon Towers has plans to add more Villa Apartment
buildings to the site and having their system under one NCDENR permit number will
make future permit modification simpler.
Design flow from the Villa Apartment:
Proposed Average Daily Flow: 18 units X 135 GPD/unit = 2,430 GPD
Existing flow for on-slte gravity sanitary sewer:
34 single family independent living units X 190 GPD/unit = 6,460 GPO
169 multi -family independent living units X 135 GPO/unit = 22,815 GPD
40 assisted living units X 60 GPD/unit = 2,400 GPD
96 healthcare units X 120 GPD/unit = 11,520 GPD
175 full time employees X 25 GPD/employee = 4,375 GPD
32 part time employees X 12.5 GPD/employee = 400 GPD
Dining Room = 141 seats X 30 GPD/seat = 4,230 GPD
Bistro = 50 seats X 30 GPD/seat = 1,500 GPD
Lounge = 21 seats X 20 GPD/seat = 420 GPD
Vt floor kitchen = 1,287 SF X 50 GPD/100 SF = 644 GPD
Lower level kitchen = 1,446 SF X 50 GPD/100 SF = 723 GPD
Swimming pool = 5 people x 10 GPD = 50 GPD
Total Existing Daily Flow = 55,537 GPD
Total Daily Flow = 57,967 GPD 1"/".
ti it Nit. t,t. f,f
200 soum COLLEGE ST. CHARLOTTE, NC T 704.334,7925
SUITE 720 28202 F 704,334,7926

On -site Pump Station:.
Sharon Towers Villa Apartments Project will install a duplex pump station with a
design capacity capable of serving the building.
The proposed duplex pump station will pump the effluent via a proposed 2" force
main to the existing 8" gravity sewer main in the Sharon Towers Project, then
connecting to the existing Charlotte Water Department sanitary sewer system and
ultimately to the Sugar Creek treatment facility (WWTP #0024937).
The pump station and force main will be owned, operated and maintained by "The
Presbyterian Home at Charlotte"..
Existing tin -Site Gravity System:
The existing on -site gravity system includes nineteen manholes and approximately
1,990 LF of 8" sewer main and 457 LF of 10" sewer main.
The existing gravity system is owned, operated and maintained by 'The
Presbyterian Home at Charlotte".
Wastewater Quality:
The wastewater discharged from the development will be 100% domestic type
waste.

ll�w1.aw ff..0 t,Plt, cs,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
yaws. Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: s
wkrt .
Project Name for which flow is being requested: Sharon Towers:- Villa Apartmeflt
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin. Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the P
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Ali flows are in MGD
99,0
10.160
69,2©8
0,00342
.371
2%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWT
(A) (B)
Design
Pump Average Daily
Station Firm Flow**
(Name or Capacity,* (Firm / pf),
Number) MGD MGD
(C) (D)=(B+C) (E)(A-D)
Obligated,
Approx, Not Yet. Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated Available
MGD MGD Flow Capacity
* The Firm Capacity of a,ny pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than Z.S.
*** A Planning Assessment Addendum shall be attached for each pump station located.
between the project connection point and the WWTP where the Available Capacity is < U.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
certify to the best of my knowledge that the addition of
the vo u ater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this o indicates acceptance of this wastewater flow.
Signing Offlcial S
Dale
Page 2 of 6
FTSE 0843

k'l )7 ry e
Division of Water R .4oluces
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(1c1 SE 08-13)
Project Applicant Name: Stewart , Inc .
Project Name for which flow is being requested: Sharon Towers
More than oneFIE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the rouse of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
9.566
67.430
0.00 (No additional flow)
76.996
77:8%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / PO,
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor Of) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-I3

111. Certification Statement:
1 certify to the best of my knowledge that the addition of
the volume o :wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification. applies to those items listed above in Sections 1 and 11
plus all attached planning assessment addendums for which I. am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing ofJicial Signature Date
Page 2 of 6
FTSE 08-13

CHARLOTTE
WLtJER
October 13, 2015
Mr, James Carpenter
Stewart, inc.
200 S College St
Suite 720
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SHARON TOWERS — VILLA APARTMENTS
5200 SHARON ROAD, CHARLOTTE NC
CLTWATER TRACKING# 600-15-602
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 3,420 gallons per day (18
apartment units x 135 gpd/unit) from this project for transmission to the McAlpine Creek Wastewater
Treatment Plant, NPDES permit number NC0024970, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works. Please see attached FTSE form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management
Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the
CL7Water and sewer system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. if the appropriate
authorization to construct permits are not obtained, and construction has not started within one (1) year of
issuance of this flow acceptance letter, and payment for any service connection(s) has not been received
within(1) year of the issuance of this flow acceptance letter, this flow acceptance approval shall be
rescinde and a new fowacceptance study must be made. If you have any questions, you may contact
me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
Chef rlotte Water 700 N. Tryon St., Charlotte„ NC 28202 charlottewater.org
perated by the City of Charlotte

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 98-13)
Project Applicant Name: stewax
Project Name for which flow is being requested: Sharon Towera - Villa Apartmen
More than one FTSE, may be required for a single project if the owner of the WWTP is not responsible for all 'urp
stations along the route of the proposed wastewater,, ow.
1. Corplete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: McAlpine Creek, Ir rin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024974, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the W d"l
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99 0
1Q.160
0.003,1z
79,37A
6d,2%
Il. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Lit pump stations located between the project connection point and the WWTP::
(A) ($) (C) (D)=(B+C) O —D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg, Tributary Flow Plus
(Name or Capacity,* (Firm / pl), Daily Flow, Daily Flow, Obligated Available
Number) MOD MGD MOD MOD Flow Capacity***
* The :rna Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of ,service..
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** ,A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is { ©.
Page 1 of 6
FTSE 08 13

III. Certification Statement:
certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available- data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this orr indicates acceptance of this wastewater flow.
Signing Official S
to/o fi(
Date
Page 2 of 6
FTSE 08-13

0
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management.
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 13. 1995
Barry M. Gullet, P.E., Deputy Director
Charlotte -Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
RE: Charlotte -Mecklenburg Utility Department
Reduction in Wastewater Flows
Mecklenburg County
Dear Mr. Gullet:
On July 20, 1994, the Division ed your wastewater flow rr dnotion request and support
documentation concerning wastewater flows associated with the entire Charlotte -Mecklenburg Utility
Department service area. Your letter requested the Division allow the reduction of wastewater flows from.
250 GPD per dwelling unit which was previously approved in accordance with North Carolina
Administrative Code, to 190 GPD per dwelling unit for single family residential areas and 135 GPD per
_dwellingttnitfor.rrutlti-family residential areas.. In support of your request, documentation was provided
from the existing Irwin, Sugar, and McAlpine Creek wastewater treatment plant service areas.
The documentation provided in support of the flow reduction request was compiled by Camp
Dresser & McKee starting in late 1990 and is currently ongoing. Data submitted to the Division was not in
strict accordance with 15A NCAC .0219(1)(3), however, in view of the submitted documentation,
adequate , cation was provided in support of the wastewater flow reduction request. The work
completed by Camp Dresser & McKee consisted of tracking base wastewater flows, groundwater
infiltration, and rainfall -dependent infiltration/inflow for the Irwin, Sugar, and McAlpine Creek
wastewater treatment plant service areas. Data was collected from 106 flow monitors (both per manepl and
temporary) and 14 rain gauges during November and December 1991 located along major sewer trunlines
within the study area. Existing dry -weather flows were developed for each of the three (3) wastewater
treatment plant service areas which included groundwater infiltration. The service area dry-atliow
estimates were further broken-down into thirteen (13) drainage basins. These revised dry -weather flow
estimates were compared to land -use based flow estimates developed using existing land data. for 446
Origination and Destination (O&D) planning zones as provided by the City of Charlotte's Department of
Transportation. From this comparison the revised wastewater flows were developed. Although these
numbers were developed for Irwin, Sugar, and McAlpine Creek service areas, the results would also be
applicable to both the Mallard Creek and McDowell Creek wastewater treatment plant service areas.
In view of the information submitted, the Division of Environmental Management will allow the
use of 190 GPD per dwelling unit for single family residential areas and 135 GPD per dwelling unit for
multi -family residential areas on all applicable non -discharge permit applications for future wastewater
collection extensions which will be made tributary to all five (5) Charlotte -Mecklenburg Utility Department
wastewater treatment facilities; This consideration applies to any applicable future projects submitted to
this Division as well as any projects which are presently under review. Wastewater flows presently
tributary to the wastewater treatment facilities can be adjusted upon negotiations between the Charlotte -
Mecklenburg Utility Department and the Division's Mooresville Regional Office.
P.O. Box 29535, Raleigh, North Carolina 2762535 Telephone 919-;3-7015 FAX [phone]
An Equal Opportunity Affirmative Acton Employer 50% recycled/ 10% post -consumer paper

Page 2
Charlotte-Mecldenbur
February 13, 1995
ent
The Division does have concerns regarding theproposed sewage flow rates with respect to
infiltration and inflow. Although the 190 GP per dwelling unit for single family residential areas and
135 GPD per dwelling unit for multi -family residential areas are justifiable flow rates, the Charlotte-
Mecklenburg Utility De ent has in es►enee reduced the safety factor typically a~ted with
infiltration and inflow. flow rate established by the Division does allow for some infiltration and
inflow. The Division is of the opinion that proper wastewater collection system management is more
effectively and efficiently accomplished by the entity that is accountable for ensuring overall compliance
with all aspects of wastewater collection, treatment, and disposal ts. In this view, we look
forward to continued progress by the Charlotte -Mecklenburg Utility partment to fully assume the
wastewater collection permitting program.
If you have any questions or comments regag this ma
at [phone].
cc: Moores
State En
Regional Office, Water Quality
eering Review Group
Si
p1e
ich
on Howard, Jr., P.E.

/ d fER"1.7 ""-
ANHOLE
E s 2147-2 a 7
`PROPO0E
BUILDING
PROP 6 2
SHARON TOWERS VILLA APART MENTS- PHASE |

FAST -TRACK APPLICATION (FTA 10-14) - COVER LETTER
Re: Sharon Towers Villa Apartments - Phase I
5100 Sharon Road, Charlotte, NC 28210
Prepared by: James Carpenter, PE;
November 23, 2015
Permit Scope:
The Presbyterian Church began the development of the Sharon Towers project in
the late 1960's as a retirement community. The community occupies 26.33 acres on
Sharon Road in south Charlotte. There are currently approximately 30 single family
and multi -family buildings on the site. The Sharon Towers Villa Apartment - Phase
1 is an 18 unit multi -family building that is to be constructed on the site. The Villa
Apartment building will discharge its sanitary sewer through a duplex pump station
and force main to the existing on -site gravity system,
During the process for applying for an NCDENR non -discharge permit for the pump
station and force main, it was discovered that the existing on -site gravity sanitary
system was never permitted through NCDENR. There is a Charlotte Water
Department sanitary sewer manhole and main that the on -site sewer system ties
into on the north side of the site. The effluent from the project is ultimately treated
by the Sugar Creek treatment facility and the existing flow from Sharon Towers is
already accounted for in the Charlotte Water system.
This permit submittal is for both the Villa Apartment building pump station and
force main and all of the on -site existing gravity sewer. NCDENR requested that we
submit for both of the systems to assign a single CDENR permit number for the
Sharon Towers community. Sharon Towers has plans to add more Villa Apartment
buildings to the site and having their system under one NCDENR permit number will
make future permit modification simpler.
Design flow from the Villa Apartment:
Proposed Average Daily Flow: 18 units X 135 GPD/unit = 2,430 GPD
Existing flow for on -site gravity sanitary sewer:
34 single family independent living units X 190 GPD/unit = 6,460 GPD
169 multi -family independent living units X 135 GPD/unit = 22,815 GPD
40 assisted living units X 60 GPD/unit = 2,400 GPD
96 healthcare units X 120 GPD/unit = 11,520 GPD
175 full time employees X 25 GPD/employee = 4,375 GPD
32 part time employees X 12.5 GPD/employee = 400 GPD
Dining Room = 141 seats X 30 GPD/seat = 4,230 GPD
Bistro = 50 seats X 30 GPD/seat = 1,500 GPD
Lounge = 21 seats X 20 GPD/seat = 420 GPD
1st floor kitchen = 1,287 SF X 50 GPD/100 SF = 644 GPD
Lower level kitchen = 1,446 SF X 50 GPD/100 SF = 723 GPD
Swimming pool = 5 people x 10 GPD = 50 GPD
Total Existing Daily Flow = 55,537 GPD
Total Daily Flow = 57,967 GPD
STRONGER 3Y DESIGN
200 SOUTH COLLEGE ST,. CHARLOTTE, NC T 704.334.792S
SUITE 720 28202 f 704.334,7926

On -site Pump Station:
Sharon Towers Villa Apartments Project will install a duplex pump station with a
design capacity capable of serving the building.
The proposed duplex pump station will pump the effluent via a proposed 2" force
main to the existing 8" gravity sewer main in the Sharon Towers Project, then
connecting to the existing Charlotte Water Department sanitary sewer system and
ultimately to the Sugar Creek treatment facility (WWTP #0024937).
The pump station and force main will be owned, operated and maintained by "The
Presbyterian Home at Charlotte".
Existing On -Site Gravity System:
The existing on -site gravity system includes nineteen manholes and approximately
1,990 LF of 8" sewer main and 457 LF of 10" sewer main.
The existing gravity system is owned, operated and maintained by "The
Presbyterian Home at Charlotte".
Wastewater Quality:
The wastewater discharged from the development wtil be 100% domestic type
waste.
2

EX MANHOLE
PROP. 2"
FORCE MAIN
/DL MANHOLE
E-0NE MODEL DH502 PUMP STATION
GROUND = 697.0; INV IN = 691.42
LATITUDE 35' 08' 29.43' N
LONGITUDE'80' 50'06.11' W
/ k
100 LF 6' SANITARY SEWER MAW
AT 0.63% SLOPE
119 LF 6SANITARY SEWERMAIN
AT 1.44%SLOPE
163 LF 8' SANITARY SEWER MAIN
AT 2.13% SLOPE
93 LF rSANITARY SEWER
AT 1.12%SLOPE
168 LF 8' SANITARY SEWER MAN
AT 0.75% SLOPE
h
104 LE 8' SANITARY SEWER MAIN
AT O.BT%SLOPE
SHARON ROAD
STATE GEGT MI WAWAaAllABLE MOTH PUBLIC n
EX. MANHOLE
EX. MANHOLE
r
9' SANITARY SEWER MAIN EX MANHOLE
2 STORY PAEXPA3 0E04
1Y/ mot LEva.
EX. MANHOLE
47 LF 8' SANITARY SEWER MAIN
AT 2.66% SLOPE
118 IF 8' SANITARY SEWER MATT
AT 130% SLOPE
EX MANHOLE
167 LF 8' SANITARY SEWER MAIN `1
AT 7.67% SLOPE
GS EX. MANHOLE
EX CLEAN -OUTS /
EX MANHOLE
248 LF 8' SANITARY SEWER MAW
AT 1.28% SLOPE
110 LF 8' SANITARY SEWER MAIN
AT 0.13% SLOPE
EX MANHOLE
EX. MANHOLE
104 LF 6' SANITARY SEWER MAIN
AT 0.30% SLOPE
ACFRL. PFNIF%D94E !NEGATED AS
P1640 D% ET-OP.WAT 1EP PAP DOOR95,
PAGE 25
189 LF 8' SANITARY SEWER MAIN
NORTH
40 LF 6' SANITARY SEWER MAIN
AT 1.05% SLOPE
78 LF B'SANITARY SEWER MAIN
AT 1.37%S1.OPE
• Immo
0 50 100
— 13 LF 6' SANITARY SEWER MAIN
AT 2.66%SLOPE
1TT= 100'
EX CHARLOTTE WATER
10" SANITARY SEWER MAIN
EX CHARLOTTE WATER
SANITARY SEWER MANHOLE
CLT WATER PROJ. 6621$T-273
21T LF 10' SANITARY SEWER
MAIN AT 0.78%SLOPE
26 LF 10'SANITARY SEWER MAIN
AT 0.62% SLOPE
TJILIL
RR. SPA
ELV.= 29'
200
EX 6' SANITARY SEWER MAIN
(TO BE ABANDONED IN FUTURE PHASES)
SHARON TOWERS VILLA APARTMENTS - PHASE I

Corporations Division Page 1 of 1
s1 °+ North Carolina
�
.`, ;*- s 1JEPARTM. ENT OFTHE
, z ; Elaine F. Marshall
k z :". Secretary SECRETARY OF STATE
- ` ` PO Box. 29Ke2 Raiei , NC 27�tAi22 (t9FO7-2OOO Account
�'`r
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View Document Filings
Corporate Names
Legal: The Presbyterian Home at Charlotte, Inc.
Non -Profit Corporation Information
Sosld: 0117832
Status: Current -Active
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 11/6/1964
Fiscal Month: December
State of Incorporation: NC
Registered Agent: Mofffat, Anne 0
Corporate Addresses
Reg Office:
Reg Mailing:
5100 Sharon Rd
Charlotte, NC 28210
5100 Sharon Rd
Charlotte, NC 28210
http://www.secretary.state.nc.us/Search/profcorp/4894106 12/8/2015

LETTER OF TRANSMICTTAL
akO
TO
a 'NCDENR — Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
704-235-2196
DATE
SENT VIA
12-04-2015
PROJECT NUMBER
X14004.00
COPIES
DATE
FROM
Jamie Carpenter, PE
Land Planning Project Manager
704-909-3516
UPS Next Day Saver
PROJECT NAME
Sharon Towers Vi
DESCRIPTION
1 23-15 1 Cover Letter
07-15-15 i Original Fast Track Pump Station Appincat
1
7-15-15.1 Copy of Fast Track Pump Station Application
5-15Check in the amount of $48000
-15 Charlotte Flow Acceptance Letter & Form
as p.m.)
Apartments - Phase I
-15 1 Charlotte Flow Acceptance Letter & Form FTSE 08-13 (Ex)
13-95 [ NCDEHNR Flow Reduction Letter
112-©4-15
USGS Quad Map
2 d4. 15; "Street Lever Map_
For approval
For review & comment
Approved as submitted
Approved as noted
Returned for c
Returned after review
©erections
COMMENTS
Let me know it you need any additional information or have questions.
COPIED TO
File
200 s. COLLEGE ST.
SUITE 720
CHARLOTTE, NC T 704, 4,7 7
28202 F 704,334,7926

Central Files: APS ^ SWP _
12/11/2015
Permit Number WQ0038169 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
57,967
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Sharon Towers Villa Apartments - Phase 1
Location Address
Owner
Major/Minor Region
Minor Mooresville
Facility Contact Affiliation
County
Mecklenburg
Owner Name
The Presbyterian Home of Charlotte
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Ann Moffat
5100 Sharon Rd
Charlotte
NC 28210
Orig Issue
12/11/2015
App Received
12/7/2015
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
12/11/2015 12/11/2015
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Nursing Home
Office
Restaurant
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamlndex Number Current Class Subbasin

PAT MCCRORY
Governor'
VAN DER VAART
Secretary
S, JAY ZIMMERMAN
'JPreesor
December 22, 2016
Anne O. Moffat, President & CEO
The Presbyterian Home at Charlotte, Inc.
5100 Sharon Road
Charlotte, NC 28210
SUBJECT: Final Engineering Certification Acknowledgement
Project: Sharon Towers Villa Apartments -- Phase 1
Permit No. WQ0038169
Permittee: The Presbyterian Home at Charlotte, Inc.
County: Mecklenburg
Dear Ms. Moffat:
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 21, 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
http://portal.ncdenr.arg/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. James M. Carpenter, P.E. (Stewart, 141 N. Tryon Street, Suite 1400, Charlotte, NC
28202)
Central Files
MRO

TttACI SEy
ENGNEERING CERTIFICATION
PERM1TTEE: The Presbyterian Hume at. Charlotte, inc.
PERMIT #: W00038169
PROJECT: Sharon Towers Villa Apartments - Phase i
ISSUE DATE: December 11, 2015
This project 5ltall rto
this permit until
should' besubr i'.
the Regional Supervi
be considered complte nor allowed to aerate ih
'cut has received this Certification all ajl require
nnerthat documents the Division's receipt.
ter Quality Regional Operations Section at the a
rdance with Condition 7 of
Ming documenta n: It
ed documentation
ress at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PIialrr1 "S CEi%t"IFIC
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permlttee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof,
r
Printed Name, T"rtle
ENG11 It4CR4S CERTIF9+
North Carolina Professional Engineer's Seal w/signature & da
'�Flnal Partial (include description)
ents/qualifiers (attach If necessary):
ol&_ 610
Tay} Rriources
Avwwe, Wit 303 I Ntioatsy
663 i649