WQ0038094_Regional Office Historical File Pre 2018 (2)

Pat McCrory
Governor
F!LE.
North Carolina Department of Environmental Quality
November 5, 2015
Mr, Steve Montgomery, Vice President Development
Erickson Living Development, LLC
701 Maiden Choice Lane
Cantonsville, Maryland 21228
Subject: Permit No.WQ0038094
Windsor Run - Phase 1A Civil Construction Documents
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Montgomery:
Donald R. van derVaart
Secretary
In accordance with your application received October 19, 2015, we are forwarding herewith Permit
No.WQ0038094 dated November 5, 2015, to Erickson Living Development, LLC (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E 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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity\ Affirmative Action Employer— Made in part by recycled paper

Erickson Living Development, LLC
Permit No,WQO038094
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
,;may Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Wesley A. Smith, P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Erickson Living Development, LLC
Mecklenburg County
for the construction and operation of approximately 458 linear feet of 6-inch gravity sewer and 569 linear
feet of 8-inch gravity sewer to serve 217 apartment units as part of the Windsor Run - Phase 1A Civil
Construction Documents project, and the discharge of 29,295 GPD of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant to the application received October 19, 2015,
and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
March 4,1996 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
cond. ion and Ltmitaltions contained therein.
fo-Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038094
Permit Issued: November 5, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Erickson Living Development, LLC is hereby authorized to:.
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Facility in accordance with Permit Number NC0024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted March 4, 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 be the Permittee's responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
This permit shall become voidable unless the agreement between Erickson Living Development, LLC
and Charlotte Water for the collection and final treatment of wastewater, is in full force and effect.
[15A NCAC 02T.0304(h)]
No flow in excess of the quantity permitted herein, 29,295 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
II.. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 021..0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted March 4, 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.0110j
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 .01101
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
Page 4 of 8

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

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)]
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
rnains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,.
separation distances, material changes, etc,
b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable power source or pump, include travel timeframes, shall
be provided.
Page 6ofi

I
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be dearly 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 ease -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted March 4, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Erickson Living Development, LLC
WQ0038094
Windsor Run - Phase 1A Civil Construction Documents
November 5, 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
to the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
[, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, full time) the construction of the
project name and location as 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 March 4, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
El Final Partial (include description
Certification Comments/Qualifiers (attach if necessary):
NC DWR —Water
ity Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC28115

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DVVR) WtR 0 C" 3 13 0
Owner/Permittee:
la. Erickson Living
Full Legal Name (company municipality, HOA, utility, etc)
lb. Steve Montgomery, Vice President Development
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
The legal entity who will own this system is:
El Individual 0 Federal D Municipality Li State/County [1] Private Partnership l Corporation I] Other
11CF.IV
ld 701 Maiden Choice Lane le Cantonsville
Mailing Address City
if. Maryland lg 21228
Z State
lh 410-402-2449 1 i.
Telephone Facsimile
2. Project (Facility) Information:
!2a. Windsor Run -Phase 1A Civil Construction Documents 2b Mecklenburg
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. JeffMangas
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
. 704-534-3648 3c. [e-mail]
Phone Number E-mail
; . Project is New El Modification (of an existing permit) If Modification, Perrnit No
Zip Code
1jsteven.montgomery a lf.g68401:11°1"41:
E-mail
etieNolowa
s
2. Owner is El Public (skip to Item B(3)) Private (go to Item 2(a))
a. If private, applicant will be:
2b, If sold, facilities owned by a (must choose one)
Retaining Ownership (i.e. store, church, single office, etc.) or
LI Leasing units (lots, townhomes, etc. - skip to Item B(3))
EJ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Charlotte Water
LIi Public Utility (Instruction 0)
LI Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a, McAlpine Creek Wastewater Treatment Plant 4b, NC0024970
Name of VVWTF VilvVTF PermitNo
5a. Charlotte Water 8" Gravity
Owner of Downstream Sewer :Receiving Sewer Size 1-j-j Force Main
Permit # of Downstream Sewer (Instruction F)
6. The origin of this wastewater is (check
DI Residential Subdivision
El Apartments/Condominiums
0 Mobile Home Park
LI School
LI Restaurant
LJ Office
all that apply):
0 Retail (Stores, shopping centers
[71 Institution
LI Hospital
El Church
LI Nursing Home
Other (specify):Retirement
Community
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project. 29,295 gallons per day
*Do not include future flows or previously permitted allocations
Ifthe permitted flow is zero, indicate why:
LI Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 AP [CATION
Page 4 of 6

B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
(217 apartment units)(135 gpd/unit)= 29,295 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6"
458'
Gravity
8"
569'
Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude: Latitude:
Design Flow
(MGD) Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
I
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
• Yes • No If Yes, permit number of 2nd treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design_ Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes
If No, complete and submit the VariancelAlternative Design
■ No
Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION
Page 5 of 6

14: Have the following permits/certifications been submitted far approval for the system car project to be served?
Wetland/Stream Crossings - General Permit or 4O1Certification? El Yes D No N/A
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
15, Does this projec
Yes Ej No 0 NIA
0 Yes ©No NIA
Yes 0 No © N/A
Jude any high priority lines (15A NCAC Q2T,._R040212)) involve aerial lines, siphons, or interference
manholes)? These tines wilt be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
1, Steve Montgomery, attest that this application for Windsor Run --Phase 1A Civil Construction Documents 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 143-215,613 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 fviI pera ie up to $25,000 per violation,
Signing 0
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
u) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .53Q
2, Professional Engineer's Ce
n
Signature of Design Engineer and Project Name)
1, Wesley A Smith ,attest that this application for Windsor Run - Phase 1A Civil Construction Documents 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 1 have reviewed this material and have judged it to be consistent with
the proposed design, Note: In accordance with NC General Statutes :1.3-15 6iA and 143-215, 6f , any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, WWesle_y_A. Smith P.E,
Professional Engineer Name
2b, EMH&T
Engineering Firm
2c. 301 McCullou2hDrive, Suite 109
Mailing Address
2d. Charlotte
City
2g. 704-548-0333 2h,
Telephone Facsimile
2e, NC 2f. 28262_
State Zip
2i. wsmithl emht.com
E-mail
NC PE Seal, Signature
e
ETA 10-t4 APPLICATION
Page 6 of

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACIIMENT
FOR SEWER SYSTEMS
Location
ID
Name of Waterbod
Coun
River Waterbody Stream
sin index No.
1 if unnamed, indicate "unnamed tributary to X", where X the named w terbo y to which ttte unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that t 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 Seal, Signature and Date
>r OF FORM WSCAS 08-13 **'*
Waterbody
Classification
FORM: WSCAS
'age 1

Google Maps
Page 1 of 1
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https://www.google.corn/maps/(a?35.0864608,-80.7254203,15z
6/3/2015

P4CIDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder John E. Skvaria, Ill
Governor Director Secretary
July 30, 2015
Erickson Living
701 Maiden Choice Lane
Cantonsville MD 21228
Subject: Fast Track Application Return
Project Name: Windsor Run
Mecklenburg County, North Carolina
Dear Mr. Montgomery;
The Division of Water Resources, Mooresville Regional Office received your Fast Track sewer application on
June 5, 2015. During an initial review of your application, your application was determined to be incomplete.
Therefore, your application is being returned in accordance with 15A NCAC 02T .0107 (b)(1). PIease
complete/correct the following deficiencies:
❑ Application submitted on incorrect or outdated forms. Form(s):
❑ Corporation is not listed with the State of North Carolina as required by 15A NCAC 02T .106.
❑ Application was submitted without a processing fee or with an incorrect processing fee as required
by 15A NCAC 02T .105 (e)(1).
x Application did not contain a Flow Tracking Form (FTSE 08/13) as required by 15A NCAC 02T
.0304 (b). After 2 phone calls to Mr. Mangas we have only received a blank FTSE form.
❑ Application did not contain the correct number of copies as required by 15A NCAC 02T .0105
(c)(1).
❑ Application failed to include general location map as required by 15A NCAC 02T .0105 (c)(5).
❑ Application (Section A, line lb.) was not signed by an authorized representative in accordance with
15A NCAC 2T .0106 (b).
x Application failed to include properly executed Homeowners/Developers Operational Agreement
as required by 15A NCAC 02T .0115 (a). Box is checked but HOA is not included
❑ The enclosed Homeowners/Developers Operational Agreement is outdated. Form
is the most current and can be downloaded from this link on the Division's web site:
http://portal.ncdenr.org/web/wq/swp/ps/cs/ext -.

A response to the above comments is required in order to proceeed with a review of the application
and issuance of the permit. if a complete response is not received within 30 days, the application and
supporting documents will be returned to you in accordance with 15A NCAC 02T.0107(e)(2): Please
include a copy of this letter with your resubmittal,
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is found to be technically deficient, additional
information may be required or the package may be returned again. For a listing of the correct forms and
instructions please visit: http://portal.ncdenr.org/web/wq/swp/ps/cs/ext.
If you have any questions regarding this matter, please contact this Office at 704-663-1699.
LL1 Kr y I_G-t )
Michael L. Parker, Regional. Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
cc: RO File
PERCS Files (e-copy)
Enclosure: Fast Track Sewer Extension Application
Rev. 10/I4

k i ?
March 20, 2015
Mr. Jeff Mangas
EMH&T
301 McCollough Drive
Suite 109
Charlotte, NC 28262
CHARLOTTE
WTER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
ERICKSON LIVING MATTHEWS
TAX PARCEL ID# 227-601-12
CHARLOTTE WATER TRACKING# 600-15-531
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water agrees to accept the gravity sewage flow of 87,840 gallons per day (900 apartment units
x 135 gpd/unit; 120 skilled nursing beds x 120 gpd/ bed) 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.
Charlotte Water 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, Charlotte
Water 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
Charlotte Water 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
rescinded and a new flow acceptance study must be made. If you have any questions, you may contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 700 N. Tryon St., Charlotte, NC 28202 charlottewater.org
olifP Operated by the City of Charlotte

.)1170
'911104
D➢vlstan of 1Natet Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: EMH&T
Project Name for which flow is being requested: Erickson Living Matthews
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 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
9.984
.723
0.1359
79.843
80.7%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
**'* A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is <0.
Page 1 of 6
FTSE 08-13

vr
III. Certification Statement:
I (rJ certify to the best of my knowledge that the addition of
the vol a ofwastewater to be permitted in this project has been evaluated alongthe route to the
P
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 p . ning assessment addendums for which I am the responsible party.
Signature of this. in' icates acceptance of this wastewater flow.
Signing Off 1 Signat e
Page 2 of 6
d07//r
Date
FTSE 08-13

Pat McCrory
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Thomas A, Reeder John E. Skvarla, ill
Director Secretary
Erickson )wiv°rr7
701 Maiden Choic
Cantonsvi
Dear Mr. Me
The Division
June 5,
Thereto
complete
.ane
2122$
ry,
30,2015
Track Application return
Pro ect Name: Windsor Run
Mecklenburg County, North ( a
lino
ille Regional Office received your Fast Track sewer application on
I5. During an initial reviewyour application, ya tar application was determined to be incomplete.
application is being returned in accordance with 15A NCAC 02T .0107 (b)(1). Please
ct the following deficiencies:
Appli
of Water Resources,
tion submitted on incorrect or outdated fo
�] Corporat
not listed with the State of North, Carolina as
):
quired Gay 15A NCAC 02T .106.
Application was submitted without a processing fee or with an incorrect process
by 15A NCAC 02T .105 (e)(1)=
Applicant n did not contain a f°low Tracking Form (FTSF 0 /"l 3) as requiired by
.0304 (b). After 2 phone calls to A r. /vfcrngas we have only, received a blank °
THE; T3E o NMs stCw A'IT -e$1•D to
Application did not contain the. correct number of copies as required by 15A NC
(c)(1).
lee as required
15A NCAC 02T
TSE form.
TK,s xull3MI
AC 02T .0105
failed to include general location map as required by 15A NCAC 02`F .0105 (c
Application (Section A, line lb.) was not signed by an authorized representativee in accordance
15A NCAC 2T .0106 (b).
Application failed to include properly execrated Homeowners/Developers C}I erational Agreement
as required by 15A NCAC 02T .011.5 (a). Box tw° chec°ked but HOA is not it
114 rotty` 46,0 s Suis rrtA.. r elogot tud.A,c t' polkof'citr Cat rt e K.
The enclosed Homeowners/Developers Operational Agreement is outdated, Form
t current and can he downloaded from this link on the Division's web site:
ortal.n.cdenr.org/vveb/'wcll's v pslcst"ext
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To: NCDENR
610 E. Center Ave
Mooresville, NC 28115
R . Y :.,..i 8, z., a'ia
c
From: Jeff Mangos
Date: October 16, 2015
Job no.: 2014-1 1 10
Subject: Windsor Run- Phase l A Civil
Construction Plan
We are sending you herewith via: Il Courier f U.S. Mail 170 Fed. Ex.
gi copies originals f— [other]
The following items:
Number 1 Description
of sheets
7 Windsor Run — Phase l A Civil Construction Plans
4 Charlotte Water Public Sanitary Plans
Check #30310 for $480
Fast Track Application Return Comments
CLT Water Flow Acceptance Letter and FTSE 08-1 3
WSCAS 48-1 3 Watershed Classification
These are transmitted as checked below:
I- for approval fl for your file as requested Fi for review & comment
r for execution / signatures
[other]
Remarks:
Should you have any questions, please don't hesitate to cal e at [phone].
For EMH&T:
Yt enclosures ore not as noted, kindly notify. vs at oo4ce.
y t7� ex,pe rlence A < <,. r. �'7V e*ceVVence.
ngas
301 McCuthough Dive. Seite 109. Chadotr , NC 28262 Phone ne 7 4. , re812 2
en-h4.60€"rt
54 .,l 3 34

vin Mechwart Harnbleton 8. L Vn, V.
E greerS. ,5626/e'parS, PkilrinerS, S66'entisf
October 15, 2015
NCDENR
610 E. Center Ave.
Mooresville, NC 28115
Subject: Windsor Run — Phase 1 A Civil Construction Document
Dear NCDENR,
This document is written to provide information describing the Phase 1 A build -out design of the
private sanitary sewer system for the Windsor Run — Phase 1 A project.
The Phase 1 A build -out will consist of 569 linear feet of 8" sanitary sewer gravity main and 458
linear feet of 6" sanitary sewer lateral including 5 manholes. Each of the 3 buildings in Phase 1 A
will be serviced by the 8" and 6" private system.
If you have any questions on this information please feel free to contact me at [phone]
or jmanga emht.com.
Sincerely,
Jeff Mangos
Project Manager
2662
A [egocy experlence„A rOp,,,,t0tion rkY excellence,
301 t6,62CuilaigN 06,2e, SkAIT, 09, Charbtte, NC '28262 Phone 204,548.0333 Fax 704.548_03'34
eniht.colrl

Corporations Division Page 1 of 1
North Carolina
Elaine F marshal/ DEPARTM ENT THE
Secretary SECRETARY cv- STATE
PO 13:Px 2022 Raieigti, NC 2762 -0822 (9012,417-20OO
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Erickson Living Development, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1377651
Current -Active
Current
Foreign
5/7/2014
December
MD
Corporation Service Company
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
327 Hillsborough Street
Raleigh, NC 27603-1725
327 Hillsborough Street
Raleigh, NC 27603-1725
701 Maiden Choice Lane
Baltimore, MD 21228-5968
701 Maiden Choice Lane
Baltimore, MD 21228-5968
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Chief Executive Officer: R. Alan Butler
701 Maiden Choice Lane
Baltimore MD 21228
Chief Operating Officer: Debra B. Doyle
701 Maiden Choice Lane
Baltimore MD 21228
Treasurer: John D. Hall
701 Maiden Choice Lane
Baltimore MD 21228
Chief Accounting Officer : Todd Matthiesen
701 Maiden Choice Lane
Baltimore MD 21228
Secretary: Susan L. °liveri
701 Maiden Choice Lane
Baltimore MD 21228
http://www.secretary.state.nc.us/Search/profcorp/10522491
10/20/2015

Central Files: APS _ SWP _
11/5/2015
Permit Number WQ0038094 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 SWRu10
Permitted Flow
29,295
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Windsor Run - Phase 1A
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Erickson Living Non-Govemment
Owner Affiliation
Steve Montgomery
701 Maiden Choice Ln
Dates/Events Catonsville
MD 21228
Scheduled
Orig Issue App Received Draft Initiated issuance Public Notice issue Effective Expiration
11/5/2015 10/19/2015 11/5/2015 11/5/2015
Regulated Activities Requested /Received Events
Apartment complex
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasln