WQ0037262_Regional Office Historical File Pre 2018

North [`8nol'O8DeD@
Pat MCCrM
Governor
Mr. Chase Kerley
Shea Investment Fund 1
80O8Corporate Center Drive, Suite 30O
Charlotte, N[2822G
Dear Mr. Kerley:
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John E.SkVada.N|
Secretary
Subject: Permit No. VV[\O037Z62
5onomaSubdk/osion
Wastewater Collection System Extension
Mecklenburg County, NC
In accordance with your complete application received July 28, 2014, we are forwarding herewith Permit
No. VVQ0X037262, dated August l, 2014, to Shea Investment Fund lfor the construction and upcnsbon
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issuance until rescinded, and shall be subject to the conditions and limitations asspecified therein. This
cover letter and supplement shall be considered a part ofthis permit and are therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
[onditionU.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCACZT.04O3orany individual system -wide collection system
permit issued tothe Permnittee.
It shall be responsibility of the Shea Investment Fund 2 to ensure that the as -constructed project meets
the appropriate design criteria and rules. Failure tocomply may result |npenalties (naccordance with
North Carolina General Statute §143-I15.6A through §143'2I5.6C construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer tothe licensing board.
Ifany parts, requirements, orlimitations contained inthis 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 written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27G99'6714. Unless such demands are made, this permit shall befinal and binding,
161/Mm3erv-A`Center, nmle�^,mmlhCmm�ina27699-161r
Locafk)o: 5/2m St Cam4na2760
Phone: 91Mo7-6300\FAX: 9m-W-6492
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^"[q"mc*roflwn/ly k Am'ma:veAction Employer

rPage
Mr. Chase Kerley
August 1, 2014
Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker
Surface Water Protection Supervisor
Mooresville Regional Office
Electronic copy: David D. Sherrill, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (electronic copy)

AwA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Shea Investment Fund 1
for the construction and operation of approximately 1,061 linear feet of 8-inch gravity sewer and 63
linear feet of 6-inch gravity sewer to serve the Sonoma Subdivision development, and the discharge of
9,690 gallons per day of collected domestic wastewater into the McAlpine Creek WWTP existing
sewerage system, pursuant to the complete application received July 28, 2014, and in conformity with
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 15t day of August, 2014.
/2Z6JJe) �✓
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037262

SUPPLEMENT TO PERMIT COVER SHEET
Shea Investment Fund 1 is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection axtensioo.
The sewage and wastewater collected bythis system shall be treated in McAlpine Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project 'that does not
meet 15A N[AC ZT; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February lZ, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting ofPump Stations and Force Mains adopted June I, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Canm|ina-Ucensed 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.
CunStrucdomandoperatoniscmndngentupmncump|iancewithdheStomdard[mnditionsaodany6peda|
Conditions identified below.
1. SPECIAL CONDITIONS
L If, a\any time, the additional wastewater flow volume made tributary to this sewer extension isbelieved to
exceed the value permitted herein' a modification shall berequested for this permit from the Division of
Water Resources toproperly allocate the subject wastewater flow.
2. No Row in excas,5 of the quantity permitted herein, 9\690 GPQ, shall be made tributary ,o the subject sewer
system until an application for permit modification for an increase in Mnvv has been submitted to and

II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
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 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 unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
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 bkannual
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,
S. Noncompliance Notification:
The Permittee shall report by telephone to a Water Resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours or on the
next working day, 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.
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,
7, Per 15A NCAC 21-.0116, 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 an 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 Perrnittee 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:

ra. 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 pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. 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.
10. 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Shea Investment Fund 1 Permit No. WQ0037262
Project: Sonoma Subdivision — Mecklenburg County Issue Date: 08/01/2014
Complete and submit this form to the permit issuing regional office with the following.
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction,
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resultin in non-com !lance with this perrrijt, regulatkrns or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineers
Certification and all required supporting documentation, Therefo is hi h commended that this c rtification
be sent in a manner that provides proof of receipt by the Divisiom
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
Partial Cl Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E] periodically, Ell weekly, El full time) the construction of the subject project
for the 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, 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:
DM) 1 cOnk:
Hoy% Cram this project tis tributary Rai

STATE OF NORTH CAROLINA
COUNTY OF
Permit No. \.J00 051 2,le 2--
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this J S� day of
�qys 7- Z4l by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
J13RQ1 1-hl +-dW, Arran.*- , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was' formed for the purpose, among�others, of handling the property, affairs and
business of the development known as saner-4 / -aJ ,4ltrQi 4'^
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to constrict, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW; THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the highest
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 08-13 Page I of2

The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments. can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment andlor disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition ofaccepting the Development's wastewater.
6. Recognizing that it 'would be contrary to the public interestand to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the .ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a perrnit has been reissued to the
ASSOCIATION's successor.
The agreements, set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be .filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL fli
AN.AGEMENT COMMISSION
Thomas A. Reeder, Director
Division of Water Resources
(Da
FORM: HOA 08-13
c.,
Name ofASSOCtA1 ION
Print Name and
(Date)
1--s 3,4Li
Page 2 of 2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
©wnerlPerrnittee:
Shea Investment Fund
Full Legal Name (company municipality, HOA, u
Chase Kerley, Manager
ty, etc.)
Application Number:
(lo be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC 2T . 106 ('b) for authorized signing officials)
The legal entity who will own this system is.:
Individual ❑ Federal ❑ Municipality ❑ StateiCounty E Private Partnership ❑ Corporation ❑ Other
8008 Corporate Center Dr S-300
Mailing Address
North Carolina
Charlotte
City
1g. 28226
Zip Code
� .h. 7C94e3'f9-59> 1''°. 794.319. 5001 11.
Telephone Facsimile
2. Project (Facility) Info'on:
2a. Sonoma subdv 2b. Mecklenburg
Brief Project Name (permit will refer to thus name) County Where Project i Located
Contact Person:
David D. Sherrill, P.E.
chase .kerley agsheahornes.com
E-mail
Name and Affiliation of Someone Who Can Answer Questions About this Application
704312-1204 p3c, dsherritl� rassociates.net
Phone Number E-mail
Project 1s New dificaticn (of an existing permit) odiftccetion, Permit No..
ecify).
Owner is (❑ Public (skip to Item 8(3)) El Private (go to It etta 2(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 - ❑ Public Utility (Instruction D)
Leasing units (lots, townhomes, etc, - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Mecklenburg Utilites
Owner of Wastewater Treatment Facility (VaWLF) Trea
pine Creek Wv'VVTF
Name of WWTF
❑ Homeowner Assoc./Developer (Instruction E)
t ing Wastewater From This Project
4b, NC9024970
WWTF Permit No.
CMU Sb 8"' ® Gravity c. CMU #100-99-542(S) . .
Owner of Downstream Sewer Receiving Sewer Size '❑ Force Main ' Permit # of Downstream Sewer (Instruction F
The origin of this wastewater is (check all that apply):
® Residential Subdivision
© Apartments/Condorninil
Ej Mobile Home Park
❑ School
0 Restaurant
Office
❑ Retail (Stores, shopping centers)
❑ Institution
El Hospital
Church
LJ Nursing Home
Ej Other (specify):
1©a % t omestic/Commercial
ndustrial
(Attach Description)
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: . BCY god (see
calculation) gallons per day
*Do not include future flows or previously permitted allocations
f the permitted flow is zero, indicate why:
Z Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permi
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer th no new fiovvr expected
(see 15A NCAC 02T 0303 to determine if a permit is required)
an next pane for
h
onnect to this line
FTA 08-13 APPLICATION
Page 4 of 6

Z
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 it 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)
Per CMUD, 190 gallons per unit per day x 51 units = 9,690 gpd
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessa
Size (inches)
6„
6'°
Length (feet)
1,061
63
New Gravity or Additional
Force Main
New Gravity
New Gravity
11. Summary of Pump Stations wl 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 Power Reliability Option
Operational Point
(MGD) GPM @TDH1 - permanent generator MATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map fo
F-
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
nce)
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, iili the wastewater flow in the proposed sewer lines or pump stations be able to he directed to another treatment facility?
D Yes El No If Yes, permit number of 2"tl 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?
E Yes © No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested, SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 0843 APPLICATION
Page 5 of 6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes EJ No N/A
Yes D No D N/A
Yes El No ®N/A
E Yes EJ No D N/A
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons,or interference
manholes)? These tines will be considered high priority and must be checked once every six months
Check if Yes: Q and provide details: N/A
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Chase Kerley , attest that this application for Sonoma has been reviewed by me and is accurate
and complete to the best of my knowledge, 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 incomplete, Note: In accordance with North Carolina General Statutes 143-2,15.6A and 143-215,6B,.
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 m +emeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violatio
Sig Official ' g
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
CO TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .03©5
Z
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Narrre
1, David Sherrill ,attest that this application for Sonoma haas been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge, i further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have Judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143--215,6A and 143-215.6B, 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, David D. Sherrill
Professional Engineer Name
2b, DPR Associates, Inc.
Engineering Firm
2c. 420 Hawthorne Lane
Mailing Address
2d, Charlotte
City State Zip
2e. NC 2f. 28204
2g. 704.332-1204 2h. 704.332-1210 2i. dsherriti(§dprassociates.net
Telephone Facsimile
E-mail
FTA 08-13 APPLICATION Page 6 of 6

MECKLENBURG
COUNTY
VICINITY MAP - NTS
landscape architecture S O N O M le SITE
civil engineering �V IVII"1
planning MECKLENBURG COUNTY
CHARLO I I E, NORTH CAROLINA
DPR Associates, inc. • 428 PtiawEPogme Lpnr • Chari0 is NC Z82.04 FOR
phone MI. 3a,2,.1204 fax [phone]C.. w,aaw.avas,ada,es.ne[ SHEA HOMES, LLC
Scale: N,T.S.
Date: 04/18/2014
Job #: 13,004
By: DDS
Dwg. No:
BD-1

I
STATE OF NORTH CAROLINA
SOSID: 1326629
Date Filed: 10/24/2013 8:09:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2013 296 01444
DEPARTMENT OF THE SECRETARY OF STATE
ARTICLES OF AMENDMENT
- NAME CHANGE OF
)GIMI3 ED:LIABILITY COMPANY •
Pursuant to §57C-2-22 of the General Statutes of North Carolina, the undersigned
Limited Liability Company hereby submits the following Articles of Amendment for the
purpose of amending its Articles of Organization.
1. The name of the limited liability company is Shea Anniston, LLC
2. The text of the amendment adopted as follows:
The new name of the company shall be Shea Investment Fund I, LLC
3, The amendment was duly adopted by the unanimous vote of the members of the
limited liability company..
4. These articles will be effective upon filing.
This theth day of October, 2011.
SHEA ANNISTON, LLC
BY:
Shea, Jr., Manager

DPR Associat
May 22, 2014
NC Division of Water Resources (D""R
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: Sonoma (subdv,) - Project Narrative
Fast -Track Application for Gravity Sewers (08-13)
Project No: 13004
Attn: Ms.Marcia Alloco-
pe rchitecturre
ngineertncj
pfannsrgj
Please accept the attached submittal of plans and accompanying documents for Fast -Track
permitting of a proposed gravity sewer system for Sonoma subdivision in Charlotte, NC.
This proposed system consists of 8" gravity sewer lines with private lateral connections to serve 51
single family Tots in a public system operated by Charlotte -Mecklenburg Utilities (CMU), A
proposed 6" private distribution line with laterals also connects to the 8" line.
The system will tie into an existing CMU 8" S.S. line (job #100-99-542-5) before leaving the
subdivision property.
Accompanying documents are submitted based on the requirements of application FT 08-1.3,
Sincerely,
David D. Sherrill, P.F.
DPR ASSOCIATES, INC.
DPR Associates. Inc.

CHARLOTTE -
UTILITY D
March 26, 2014
Mr, Hy Nguyen
DPR Associates, Inc,
420 Hawthorne Lane
Charlotte, NC 28204
CKLENl' URG
ARTMENT
SUBJECT: WILLINGNESS TO SERVE
MARVIN ROAD DEVELOPMENT
PARCEL ID# 227-061-03223-271-62, -63, -85
A Willingness to Serve study was completed and the following has been determined:
The subject property is within the intended service area of Charlotte Mecklenburg Utility Department (C-
MUD). Upon completion and acceptance of all necessary water and sewer Fines to serve the subject
property, C-MUD agrees to accept the gravity sewer flow from this project for transmission to the
McAlpine Creek Waste Water Treatment Plant; NPDES permit number NC0024970, for treatment. This
willingness to serve is based on the existing capacity of the designated publicly owned treatment works;
which is contingent upon final acceptance and issuance of a discharge permit from the appropriate local,
State, or Federal Agency, whichever might have control.
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, C-MUD cannot guarantee a constant pressure or quality of flow. This
agreement is also contingent upon approval by the Division of Environment, Health, and Natural
Resources.
Connection to the C-MUD system is accepted on a first corr+e, first sera ed basis, pending review and
aaroyal thrquh the C-MUD Caoaoity Assurance Program.
The applicant should understand that this letter is not an authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. This willingness to
serve is valid for (1) year from the date of issue. If you have any questions, please do not hesitate to
contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutiIities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

CH, RLQTTE ECKLE*IURG
trTILIT9' DEPARTMENT
CAPACITY ASSURANCE REVIEW APPLICATION
(FLOW ACCEPTANCE & WILLINGNESS TO SERVE)
All requests require a drawing indicating proposed water/sewer connection point(s)
David Sherrill
First Name La
420 Hawthorne Lane
t Name
DPR Associates, Inc.
ompany (if applicable)
Address
Charlotte
City
NC
State
28204 764.332-1204
Zit)
Phone
z
U0
©a
0 V
0 •
0
u-
z
U
w
0
a
Sonoma (subdv)
Prosje+ct Name
6'l6 Marvin Road
Site Address
Charlotte NC
City
to
28227 223-270-62 (8& 63), 2.23-271-85
Zip Tax Parcel Number
Complete the following:
1. Project is: ■new„ L I modification
2. Type of development? (1M NCAC 02T 0114 wastewater Des Flow Rates)
a. Residential, apartment units
b. Residential, townhome/condominium units
c. Amenity Center (sf)/Pool (people) persons
d. Residential, single-family 36 (private) lots
51 (total) lots
Public Roads?
e. Restaurant
f. Retail/Retail with food prep
g Office
h. Warehouse
Hotel
i. School
YN
seats
sf
#ernplshift
sling trays
rooms
students
i. Cafeteria © Y LI N
li Gym/Locker rooms ❑ Y © N
Other (provide flow calculations)
3. Will this project have a pool? L7 Y* U N
yes, pool must have e 4-Inch drain line
4. Will this project have a private sewer lift station?
LJYMN
5. Total wastewater flow requested is oF, d daily' flow in gpd,
show cataidPo,nsl
6 units x 190 gpd = 6,840 gpd
6. Commercial only: Peak wastewater flow requested
(peak hourly How drn gph, snow caI uiafiod )
7. Avg. Daily Water Demand: 51 pots x 360 pd 18,360
8. Peak Water Demand (GPM). 45 900 (rd
9. Will you be submitting this project to NCDENR for
sewer permitting? BY Q N
10. Does this project include a 2-inch or larger private water
line providing service to multiple buildings?
L.IYN
C-MUD Tracking #:
Does the flow transmit through a CMUD lift station? L.1 Y © N if yes, which station?
WWTF: McAlpine / McDowell / Irwin / Sugar / Mallard / Rocky River Flow amount (gpd):
Basin:
Map #:
1 . deliver or fax this applicatiap tQ:
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Installation & Development Services
700 North Tryon Street
Charlotte, NC 28202
e-mail: bgross@charlottenc gov
Fax [phone]

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
July 15, 2014
Mr. David Sherrill
DPR Associates, Inc.
420 Hawthorne LN
Charlotte, NC 28204
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SONOMA SUBDIVISION
PARCEL ID# 223-270-62,-63, 223-271-85
C-MU TRACKING# 600-14-577
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 6,840 gallons per
day (36 private single-family lots x 190 gpd/lot) 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 -Mecklenburg Utility Department 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 -Mecklenburg Utility Department 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 -Mecklenburg Utility Department 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 ©f
issuance of this flow acceptance letter, and payment for any service eonnection(sLhas 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-MECKLENBURG UTILITY DEPARTMENT www.cmutilities.com
Engineering Division • Installation & Development Services 700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

Pump
Station
(Name or
Number)
fepartmen
Tracking/Ac
State of North Carolina
vironment and Natural Resources
Division of Water Resources
nee for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: DPR Assocaarr
Project Name for which flow is being requested: Sonoma
More than one ME E ma
elution along the r(nue
re t uzr
e prop
dpfor a single project ip'the owner
d waslewaterflo'1v,
u.bd± v i
of responsible for all pump
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine
b. WWTP Facility Permit #:
e., W WTP 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
99,8
9..891
69,238
1 6
79.9%
Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
st pump stations located between the project connection point and the WWTP:
(A) (B) (C) (0)=(R±C) (E) A_tf)
Design Obligated,
Average Daily Approx.. Not Yet Total Current
Firm Mow** Current Avg. Tributary Flow Ptus
Capacity,* (Firm / pf , Daily Flow, Daily Flow, Obligated Available
MGD MGD MGD M.GD How Capacity***
'7 7
0.508 Ci. 01 8 �3. -0,029
* The Firm Capacity of any pump station i 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 23.
*** 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 O.
Page 1, of 6
8-13

Certification Statement:
c74 v certify to the best of my knowledge that the addition t f
vo eef 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 11
plus all attached planning assessment addendurns for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Ojiiri Signatre
7
Date
Page 2 of 6
S
08- I

F'TSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning ass ssrnent addendum for each puelll ,station listed in Section 11 where Available
Capacity is <
Pump Station (Name or• Number):
iven that:
a, The proportion and amount of Obliga d, Not Yet Tributary Daily Flow (C) accounts for
% and .013 MG') of the Available Capacity (E) in Pump Station
Clemss Branch Lift station w and that
h. The rate of activation of this obligated, not yet tributary capacity is currently approx,iarlate
1w1.GI) per year; and that
c, A funded Capital Project that will provide the required planned. capacity, namely
Cletus .tasact L1' t Station Improvements is in design or under construction with
planned completion ir1 ; andlor
d. The following applies:
Funds have been allocated in. the FY 2015 Community Investment Plan to fund the
design and construction of
The design phase for these improvements is expected to begin. in FY 2015.
improvements to the Cletus Branch Lift Stat1ona
Therefore:.
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with GS.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
7/! // '
Signing t )iiri Si`nature Date
Page 3 of 6
Ew 08-13

rRMWSCAS 08-1.3
TERSHED CLASSIFICATION ATTACH
FOR SEWER SYSTEMS
T
A
Professional Engineer Name
Dam a Shenill
Location
ID
Name
EnnnineQ.irrrName
R
1
_...
RiverWaterbody
Stream
Counter Eosin Index No.
If unnamed, indicate "unrw n d tributary to X", where X is the natrmed terbcmdy to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
NorthCarolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
Waterbody
Classification
FORM: WSCAS 08-13

File Edit
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North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
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Start An OrderlUpload a Document
Pay A Paper Invoice
Creating and Managing My Account
Plarinn and Jawinn Ord r
Date: 719/2014
Click here to:
View Document Filings 1 File an Annual Report 1
J Print a Pre -populated Annual Report Fillable PDF Form I Amend A P
Corporation Names
Name Name Type
NC SHEA INVESTMENT FUND I, LLC LEGAL
NC SHEA ANNISTON LLC PREV LEGAL
Limited Liability Company Information
SOSID:
Status:
Effective Date:
Citizenship:
Duration:
Annual Report Status:
Registered Agent
1326629
Current -Active
7/5/2013
DOMESTIC
PERPETUAL
CURRENT
Agent Name:
Office Address:
STEELE, JON
8008 CORPORATE CENT
CHARLOTTE NC 28226
Mailing Address: 8008 CORPORATE CENT
CHARLOTTE NC 28226
Principal Office
'Office Address:
Mailing Address:
CHASE D. KERLEY
$008 CORPORATE CENT
CHARLOTTE NC 28226
8008 CORPORATE CENT
CHARLOTTE NC 28226
2

David Sherrill
From: Chase Kerley <[e-mail]>
Sent: Wednesday, July 09, 2014 3:18 PM
To: Hy Nguyen; David Sherrill
Subject: name change
Attachments: Shea Investment Fund I.pdf
Per NCDENR's Sonoma fast track resubmittal attached is a doc with NC Sec of States stamp acknowledging the name
change from Shea Anniston, LLC to Shea Investment Fund I, LLC. Below is a screenshot as well.
1

North Carolina Secretary of State
Page 1 of 1
Noah Ca dins
Elaine F. `ars a/J DEPARTMENT OF THE
r• Secretary SECRETARY ETARY OF STATE
PO DA 5822 RaliiM. NC 27 43 2 (919M, 7-2-M
Account Login Register
Our web site will be unavailable starting on 7/25/2014 at 5:00 PM due to scheduled electrical maintenance.
Date: 7/24/2014
Click here to:
View Document Filings l File an Annual Report i
111 Print a Pre -populated Annual Report Fillable PDF Form l Amend A Previous Annual Report i
Corporation Names
Name Name Type
NC SHEA INVESTMENT FUND I, LLC LEGAL
NC SHEA ANNISTON LLC PREV LEGAL
Limited Liability Company Information
SOSID: 1326629
Status: Current -Active
Effective Date: 7/6/2013
Citizenship: DOMESTIC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
STEELE, JON
8008 CORPORATE CENTER DRIVE, SUITE
300
CHARLOTTE NC 28226
8008 CORPORATE CENTER DRIVE, SUITE
300
CHARLOTTE NC 28226
Office Address:
Mailing Address:
Officers/Company Officials
8008 CORPORATE CENTER DRIVE, SUITE
300
CHARLOTTE NC 28226
8008 CORPORATE CENTER DRIVE, SUITE
300
CHARLOTTE NC 28226
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3660'
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=10288211 7/24/2014

LETTER OF TRANSMITTAL
DATE: 7-22-14
TO. NC Division of Water Resources
%Marcia Alloco
610 East Center Ave.;. Suite 01
Mooresville, NC 28115
FROM: David Sherrill
PROJECT: Sonoma (subdv.)
DPR PROJECT #: 13004
Fast -Track permit application for proposed
gravity sewer system
COPIES
DATE
NO,
arnrdscape architecture
civil engineering
planning
WE ARE SENDING YOU THE FOLLOWING IT
VIA courier
DESCRIPTION
2 3-26-14 1 Willingness to Serve letter from CMU
2 7-21-14 1 Capacity Assurance Review Application
2 7-15-14 4 Letter of Flow Acceptance from CMU
2 5-23-14 6 Fast -Track application form FTA 08-13
2 5-23-14 2 Developer's Operational Agreement
2 5-28-14 2 Watershed Certification Attachment WSCAS 08-13
2 7-21-14 1 Vicinity Map
2 7-21-14 1 USGS Quad Map (enlarged & to scale)
1 5-23-14 14373 $480.00 application fee
2 7-21-14 6 SS&W plans for permitting (for CMU)
2 7-21-14 1 DWRIDENR Private Sewer plan (for approval)
7-9-14 1 NC Secretary of State LLC verification
THESE ARE TRANSMITTED.
X. FOR APPROVAL
FOR REVIEW/ COMMENT
REMARKS:
COPY TO:
FOR YOUR USE
OTHER:
RECIEVED BY.
DPR Associates, Inc, 420 Ha,,;°shcrne L. ,,ne ' ' .;

LETTER OF TRANSMITTAL
DATE 22 14
.
TO:
NC Division of Water Resources
%Marcia Alocc
610 East Center Ave.; Suite 30
Mooresville, NC 28115
FROM: David Sherrill
PROJECT Sonoma (subdv.)
DPR PROJECT # 13D04
Fast Track permit application for proposed
RE _.__....
gravity sewer system
dscape architecture
civil engineering
panning
WE ARE SENDING YOU THE FOLLOWING ITEMS:
VIA. courier
COPIES
DATE
NO,
DESCRIPTION
2 3-26-14 1 Willingness to Serve letter from CMU
2 7-21-14 1 Capacity Assurance Review Application
2 7-15-14 4 Letter of Flow Acceptance from CMU
2 5-23-14 6 Fast -Track application form FTA 08-13
2 5-23-14 2 Developer's Operational Agreement
2 5-28-14 2 Watershed Certification Attachment WSCAS 08-13
2 7-21-14 1 Vicinity Map
2 " 7-21-14 1 USGS Quad Map (enlarged & to scale)
1 5-23-14 14373 $480.00 application fee
2 7-21-14 6 SS&W plans for permitting (for CMU)
2 7-21-14 1 DWR/DENR Private Sewer plan (for approval)
2 7-9-14 1 NC Secretary of State LLC verification
THESE ARE TRANSMITTED:
FOR APPROVAL
FOR REVIEW/ COMMENT
REMARKS:
COPY TO:
FOR YOUR USE
OTHER:__
SIGNED
RECIEVED BY:
DPR Associates, Inc. 420 .-.aa'th..iz:e Lane Charlotte,

Pat McCrory
Governor
NC E
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Thomas A. Reeder
Director
John E. Skvarla, III
Secretary
lnueslrvte4
2o02
foci a
,2014
Subject: Fast Track Application Return
oject Name:7161Y1A1
County, North Carolina
Dear Mr./NU,.
The Division of Water Resources, Mooresville Regional Office received your Fast Track sewer application on.5 aq�r�.
During an initial review of your application, your application was determined to be incomplete. Therefore, your
application is being returned. (Please include a copy of this letter with your resubmittal). For a listing of the correct
forms and instructions please visit: http://portal.ncdenr.org/web/wq/swp/ps/es/ext.
Please complete/correct the following deficiencies:
❑ Application submitted on wrong or outdated forms. Form(s):
Corporation is not listed with the State of North Carolina.
❑ Application was submitted without a processing fee or with an incorrect processing fee.
Application did not contain a Flow Tracking Form (FTSE 08/13).
❑ Application did not contain the Developer's/Homeowner's Operational Agreement.
❑ Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ Application (line A.1 b) was not signed by an authorized representative in accordance with 15A
NCAC 2T .01 06(b). (see http://h2o.enr.state.nc.us/admin/rules/codes_statutes.htm)
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Mooresville Reg€onai Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] ti Fax: [phone] Customer Service:1-877-623-6748
Internet: tdtp:Ilpartal.ncdenr.orglweblwq
An Equal opportunity l Affinitive Action Employer— 50% Recycledfl0°% Post Consumer paper
One
.NorthCaroh na
)17/111/Taaiy

If you have any questions regarding is matter, please contact this Office at 704 663-1699.
Sincerely,
Regional Supervisor
Mooresville Regional Office
Enclosure: Fast Ti acl Suer Extension Applicatio
cc: RO File

thAR
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
March 26, 2014
Mr, Hy Nguyen
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
SUBJECT: WILLINGNESS TO SERVE
MARVIN ROAD DEVELOPMENT
PARCEL ID# 227-061-03223-271-62, -63, -85
A Willingness to Serve study was completed and the following has been determined:
The subject property is within the intended service area of Charlotte Mecklenburg Utility Department (C-
MUD). Upon completion and acceptance of all necessary water and sewer lines to serve the subject
property, C-MUD agrees to accept the gravity sewer flow from this project for transmission to the
McAlpine Creek Waste Water Treatment Plant; NPDES permit number NC0024970, for treatment. This
willingness to serve is based on the existing capacity of the designated publicly owned treatment works;
which is contingent upon final acceptance and issuance of a discharge permit from the appropriate local,
State, or Federal Agency, whichever might have control.
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, C-MUD cannot guarantee a constant pressure or quality of flow. This
agreement is also contingent upon approval by the Division of Environment, Health, and Natural
Resources,
Connection to the C-MUD system is accepted tin a first come, first served basis, pending review and
approval through the C-MUD Capacity Assurance Program,
The applicant should understand that this letter is not an authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction, This willingness to
serve is valid for (1) year from the date of issue. If you have any questions, please do not hesitate to
contact me at [phone]_
Sincerely,
Barbara Gross
Engineering Assistant.
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Developrnent. Services
www.CMutitities.cam
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

CHARLOTTE -HECKLE NBU RG
UTILITY DEPARTMENT
CAPACITY ASSURANCE REVIEW APPLICATION
(FLOW ACCEPTANCE & WILLINGNESS TO SERVE)
All requests require a drawing indicating proposed water/sewer connection point(s)
w
1—
(}
w
a
w
PROJECT INFO
David Sherrill
First Name Last Name
420 Hawthorne Lane
MI
Address
Charlotte
City_
DPR Associates, Inc.
Company (if applicable)
NC 28204 704. 332-1204
Sonoma (subdv.
Mate
Zio
Project Name
16169 Marvin Road
Site Address
Charlotte
City
NC
State
Phone
28227 223-270-62 (& 63), 223-271-85
Zip
Tax Parcel Number
Complete the following:
1. Project is: •new; ❑ modification
2. Type of development? (15A NCAC 02T,0114 Wastewater Design Raw Rates)
b.
c.
d.
Residential, apartment
Residential,, townhome/condominium
Amenity Center (sf)/Pool (people)
Residential, single-family
i. Public Roads?
e. Restauran
f. RetaiVRetail with food prep
g
h.
units
units
persons
36 (private) lots
51 (total) lots
■YON
seats
sf
#emp/shift
#loading bays
rooms
students
i. Cafeteria UIY ❑ N
ii. Gym/Locker rooms 0 Y © N
k. Other (provide flow calculations)
Office
Warehouse
Hotel
School
3. Will this project have a pool?
'if yes„pool must have a 4-inch drain line
©Y" N
4. Will this project have a private sewer lift station?
L�YN
5. Total wastewater flow requested (average daily flow in gpd,
show calculations)
36 units x 190 gpd = 6,840 gpd
6. Commercial only: Peak wastewater flow requested
(peak hourly flow w gph, show calcutations)
7. Avg, Daily water Demand: 51 lots X 360 qqd = 18,360 q+d
8. Peak Water Demand (GPM): 45 900 gpd
9. Will you be submitting this project to NCDENR for
sewer permitting? ■Y 0 N
10. Does this project include a 2-inch or larger private water
line providing service to multiple buildings?
LJYaN
C-MUD Tracking #:
Does the flow transmit through a CMUD lift station? © Y 0 N
WWTF: McAlpine / McDowell / Irwin / Sugar / Mallard / Rocky River
Basin:
Map #:
If yes, which station?
Flow amount (gpd):
Mail, deliyer or fax this application tR:
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Installation & Development Services
700 North Tryon Street
Charlotte, NC 28202.
e-mail [e-mail]
charlottenc.gov
Fax: [phone]

C.IIA LO I E.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
July 15, 2014
Mr, David Sherrill
DPR Associates, Inc,
420 Hawthorne LN
Charlotte, NC 28204
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SONOMA SUBDIVISION
PARCEL ID# 223-270-62,-63, 223-271-85
C-MU TRACKING# 600-14-577
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 6,840 gallons per
day (36 private single-family lots x 190 gpd/lot) 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 -Mecklenburg Utility Department 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 -Mecklenburg Utility Department 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 -Mecklenburg Utility Department 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 [phone],
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax. [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Applicant Name: DPR Associates, Inc
Project Name for which flow is being requested: Sono
bdivi io
More than one FTSE S'E may be required for single project i; `the owner of the itif fP is not responsible for all pump
stations along the route of the proposed wastewater flow.
f. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek Irwin Creek, Sugar Creek Ntn7TP
b. WWTP Facility Permit #: NC0024970, NCoo24945, NC0924.937
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
AI! flow rare in MGD
9,8
69,238
0.00684
79.136
79.9%
ll. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater nowt
List pump stations located between the project connection point and the WWTP:
(A) (1) (C) (D)=(B+C) O=(A-D)
Design Obligated,.
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Clems Branch
0.508 0,5519
* The Firm Capacity ofany 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 (pi) 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 < O.
Page lof6

ion Statement:
e certify to the best of my knowledge that the addition of
volttnwastewater 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'af this wastewater flow.
Signing (?fetal Signature Date
/41
Page 2 of 6
O8-1.

and/or
the FY' 2015 Community Investment Pian to fund the
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 wlte e Available
Capacity is < 0,
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
2,4 % and .013 MGD of the Available Capacity (E) in Pump Station
C1ern ilrar ch Lift st,mion; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
A funded Capital Project that will provide the required planned capacity, namely
Ciems Branch Lll.cn Improvements is in design or under construction with
planned complet
d. The following. applies:
Funds have been alloca
desi
The design phase for these
d improvements to the Clems Branch Lift Station„
pr©vements is expected to begin in FY 2015.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted without a significant likelihood of over -allocating capacity in
the system infrastructure.
l understand that this does not relieve the collection system owner from complying with G.S.
1.43-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing f .al Signature
7
Date
Page 3 of 6
FTSE 08-1:

DPR Associates,lnc. m 42i?I,.„
May 22, 2014
NC Division of Water Resources (D
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
R
Re: Sonoma (subdv.) - Project Narrative
Fast -Track Application for Gravity Sewers (08-13)
Project No: 13004
Attn: Ms. Marcia Alloco-
andscape architecture
civil engineering
nning
Please accept the attached submittal of plans and accompanying documents for Fast -Track
permitting of a proposed gravity sewer system for Sonoma subdivision in Charlotte, NC.
This proposed system consists of 8" gravity sewer lines with private lateral connections to serve 51
single family lots in a public system operated by Charlotte -Mecklenburg Utilities (CMU). A
proposed 6" private distribution line with laterals also connects to the 8" line.
The system will tie into an existing CMU 8" S.S. line (job #100-99-542-5) before leaving the
subdivision property.
Accompanying documents are submitted based on the requirements of application FT 08-13.
Sincerely,
David D. Sherrill, R.E.
DPR ASSOCIATES, INC.
DPR Associate, Inc. l 420 Hawthorne Lane 11 C;wharlott. NG 2820 70. 332.I20 4 I fu_'tC1.33"2, I210 I ww"w.cl „rarss cigte3.:1

Central Files: APS SWP
8/1/2014
Permit Number WQ0037262 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
michael.parker
Coastal SWRuIe
Permitted Flow
9,690
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Sonoma Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Shea Investment Fund 1
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Chase Kerley
8008 Corporate Center Dr
Charlotte NC 28226
Orig Issue
8/1/2014
App Received Draft Initiated
7/28/2014
Scheduled
Issuance Public Notice issue Effective Expiration
8/1/2014 8/1/2014
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information received
Additional information requested
Waterbody Name Streamindex Number Current Class Subbasin

Water Resources
ENVIRONMENTAL QUALITY
January 5, 2016
Mr. Chase Kerley
Shea Investment Fund 1
8008 Corporate Center Drive, Suite 300
Charlotte, NC 28226
PATMCCRORY
Governor
DONALD R. VAN DER VAART
SUBJECT: Final Engineering Certification Acknowledgement
Sonoma Subdivision
Permit No. WQ0037262
Permittee: Shea Investment Fund 1
County: Mecklenburg
Dear Mr. Kerley:
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 12/10/2015. 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.ncdentorg/web/wq/swp/psics/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: Dean Cockinos(DPR Associates, Inc., 420 Hawthorne Lane, Charlotte, NC 28204)
Central Files
MRO
State of North Carolina [Environmental Quality 1 Water Resources Water Quality Regional Operations
Mooresville Regional Office! 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704 663 1699

RECEIVED/NCOENRIDWR
TtON DEC 1 0 Z015
WQROS PI
ubdivision - MecidtaibraPlidtfriffGIQNIAL OFF
Brig; regional affiee with the following;
ir1.8 profile.u#ews and detail drawings:©
swinge should be dear' on the pliiti:c
lndicte the design and the;n�rark�
curve, :o +era . aii
dutacte
ENGINEER'S CEwr,FicATI©N
El Partial ®' Final
as a duly` registered Professional Engineer- n ,the. Smote
periadicailly, . reei,..It� tl .arstrrn cad
the best of my l iltties , due c >8 d` lil p > a `used
onstruction was ;obser i i d rttiel
ari raf Water =isa.H' Est -ever 1111iiix�t
ble; the Divis on' :Minima C sl jr ` iteria for the Fast
led June 1, 2fil)ei, e el P stile; and' othrer supporting ma
SEND THIS FORM & SUPPORTING bQCV
UIRED ATTACHMENTS to The FQLLQ!
itVLS O1N of 1NAT 1 f
ATE t UAIC11 -R QI NAG OP RA OI

REcEivEtaiNcDENRIDWR
TRACK ENGINEERING CERTIFICATION
Permittee: Shea Investment Fund 1 WOfa0:1 Permit No. WQ0037262
Project: Shea Investment - Sonoma Subdivision - MecidW*bU 9 dunff-(iONAa- °r° 1% lie Date: 08/01/2014
Compete and submit this form to the permit issuing regional office with the following;
One copy of the project record drawings (plan & profile views and detail drawings of sewer fines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
rnodlflcatlons aro required for any changes resulting In non-compliance with. this perrttlt regulations or
minimum design _criteria. Modifications should be submitted * dor to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefore, It Is highly recommended that this certification
be sent In a manner that provides proof of receipt by the Division.
PERIMITTEE'S CERTIFICATION
j Hy V. Nguyen, PE 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.
Hy V. Nguyen, Project Engineer
Printed Name, Ti
ENGINEERS CERTIFICATION
Partial i Final
I, Hy V. Nguyen, PE as a duly re stered. Professional Engineer in the State of North Caroli
having been authorized to observe ( periodically, D weekly, 0 full time) the construction of the subject projec
for the 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 = 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, signature, and date:
!°�tt
The P
wastewat
Engineers Cer
enforcement a
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER 4UREGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
or tracking all partial certifications up until a final certification is received. Any
e tributary to the wastewatercollection system extension prior to completion of this
ion shall be considered a violation of the permit and shall subject the Permittee to appropriate
ns.
DWR Use Only:
Flow from this project is tnbut ry to: