WQ0039204_Regional Office Historical File Pre 2018

r Resources
nmental Quality
May 10, 2017
Mr. Fred Matrulli, Vice President of Land
Standard Pacific of the Carolinas, LLC
6701 Carmel Road, Suite 425
Charlotte, NC 28226
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No, WQ0039204
Standard Pacific of the Carolinas, LLC
Rea Farms Single Family and Townhomes -
Phase 1
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Matrulli:
In accordance with your application received May 5, 2017, we are forwarding herewith Permit No.
WQ0039204 dated May 10, 2017, to Standard Pacific of the Carolinas, 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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 permi
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 1506 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.
Nothing Compares
State of North Carolina 1 nvcronrrAental Quality j Water Resources' Water Quality Regional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
44 by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Kris Rowe, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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
Standard Pacific of the Carolinas, LLC
Mecklenburg County
for the construction and operation of approximately 760 linear feet of 8-inch gravity sewer, to serve the
Rea Farms Single Family and Townhomes - Phase 1 project, and the discharge of 5,890 gallons per day of
collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received May 5, 2017, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
4- - by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039204
Permit Issued: May 10, 2017
3

SUPPLEMENT ��� ���������� ������� �U����
m �� PERMIT o ~~���u.n� SHEET
"
Standard Pacific of the Carolinas, LLCis 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 Plant in accordance with Permit Number NCO024970.
Permitting ufthis project doesnntconstitmteamacceAtance ofany part nfthe project that does not meet
15A NCACZT; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1896,as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations and
Force Mains adopted June 1, 2080\ 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 Fermittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
|. SPECIAL CONDITIONS
1. Noflow in excess ofthe quantity permitted herein, 5,890GPDshall bemade tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Standard Pacific of the Carolinas,
LLC and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15ANCACO2T.0304(h)]
11. STANDARD CONDITIONS
1. This permit is not transferable. |nthe event there isadesire for the wastewater collection facilities
tochange ownership, orthere lsaname change ofthe Perrnittee,aformal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval nf this request shall beconsidered onits
meritsandmayor may not beapproved. [15ANCACQ2T.O104;G.S243-Zl5.1|d3D
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A N[A[ ZT; the Division's Gravity Sewer Minimum
Design Criteria adopted February12, 1996,asapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110)
I 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 al! times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
. operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: (15A NCAC 02T .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
equipmentaccessibility.
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

5. The Penmit1ee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number (784)663'1699,assoon aspossible, but innocase more than 24'
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc;nr
b. Any SSOand/or spill over 1,ODOgallons; o/
c. Any SS0and/or spill, regardless ofvolume, 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(U0Q) 858'0368 or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form [S-SSO (or the most current Division approved form) within five days following first
knowledge nfthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur. Part |iofForm [5'SSO(orthemost current Division approved
hurrn) can also be completed to show that the SSO was beyond control. [G.S. 143'225.1C/a1\]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow urbypass discharge of wastewater
tothe surface waters ofthe State. [15ANCACO2TO108(b)]
7. Upon completion ofconstruction 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 tothe address provided onthe form. Acomplete certification isone where the form is
fully executed and the supporting documents are provided asapplicable. 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 |missued tomprivate entity with an Operational Agreement, then a copy of the Articles
ofincorporation, 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.
Acornp|ete certification is one where the form isfully executed and the supporting documents are
provided asapp|icab|e. Supporting documentation shall include the following:
a. One copy ofthe project construction recorddrawings(p|an&mrofheviewmofsevver|ines&^harce
mains) ofthe wastewater collection system extension. Final record drawings should beclear 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 ofthe 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.
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 lengthincreases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit..
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 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 27; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
7

required by the Division or any other Federal, State, of Local government agencies. [G5.143-
215.1(b)]s
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Standard Pacific of the Carolinas, LLC
WQ0039204
Rea Farms Single Family and Townhomes - Phase 1
May 10, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has receivedthis Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection systempermitted herein or portions thereof. -
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (l I periodically, n weekly,-0 full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was,observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and. Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final . ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
_ul
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mnnr, ville Peoinnal Office! 610 Fast Center Avenue. Suite 301.1 Mooresville. North Carolina 28115

filviskut of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FT A 04-16 & SUPPORTING DOCUMENTATION
Application Number: ‘1461., be complewci by DVVR
All items must be completed or the application will be returned
I. APPLICANT INFORMATION
1. Applicant's name: Standard Pacific, of the Carolinas, LLC (company,, municipality, HOA, utility, etc.)
2. Applicant type;
Individual
Corporation El General Partnership Privately -Owned Public litili
El Federal El State ('ourit Municipal
Signature authority's name: Fred Matrulli per 15A NCt1C (i2'1 .0 1060)
'ride: Vice President of Land
4. Applicant's 1-nailing address: 6701 Carmel Road Suite 47)5
City: Charlotte State: NC Lip: 28226-
5. Applicant's contact information:
Phone number: [phone] Email Address: fred.niatru1hRcaIatLcom
El Other
11. PROJECT INFORMATION:
1. Project name: Rea Farms Single Family and .Townhomes — Phase 1
2. Application/Project status: Proposed (New Permit) Ell Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
if new construction but part of a master plan, provide the existing permit number: WQ00
1 County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0.52166Longitude: -8.0.780800'
5, Parcel 1.D (if applicable): 22917120
(or Parcel ID to closest downstream sewer)
HI. CONSULTANT INFORMATION:
I. Professional Engineer: Kris Rowe License Number: 32666
'Firm: Land Design
Mailing address: 223 North Graham Street
City: Charlotte State: NC Zip: 28202-1431
Phone number: [phone] Email Address: krowe(iilanddesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Wastewater Treatment Plant Permit Nurnber. NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than %MIT):
I, Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: ETA 04-16 Page 1 of 5

GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Utility, has a Certificate of 115Wiiirbivenne ANI,Nms,sitytibeen attached?
El Yes LINo NIA
2, If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DENii been attached?
Yes [INo N/A
3. If the Applicant is a HorneYropertv Owners' .Assoctation, has an Operational Agrcemeut (FORM: HOA) been attached?
El Yes EN° N/A
4. Origin of wastewater: (check all that apply):
Residential Owned
[11 Residential Leased
LI School / preschool / day care
Food and drink facilities
El Businesses offices/ factories
[i] Retail (stores, centers, malls)
[1] Retail with food preparation/service
III Medical dental veterinary facilities
El Church
LI Nursing Horne
5. Nature of wastewater .1°9 "Yi.) Domestic/Commercial °,10 Commercial
% Industrial (See ISA 'NC,,N(' 02T .0:10,320))
Ls there a Pretreattnent Program in effect? fl Ye
6. Has a flow reduction been approved under 15:A NCAC 02'F .0 I 14( I)? El Yes No
11 vesvide a cpy of llow reduction a royal letter
7, Summarize wastewater generated by protect:
Establishment Type (see 02 F.0114(1))
Single .Family
Townhomes
Daily .Design Flow
190 gal/day/unit
190 gal/day/unit
gal/
gal/
LJ Car Wash
Hotel and or 'Motels
Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash.
El Other (Explain in Altach.m.ent)
gal/
gal/
No. of Units
12
19
Flow
2,280 GPD
3,610 GPD
GPD
GPD
GPD
GPD
Total 5,890 GPD
a See 15 A 'NC,.NC 02-1 ,0114(b). (d), (el t and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling: proposed unknown non-resid.ential development uses: public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal 'Waterway to be used as vacation rentals as defined
in (i.S. 42A-4).
b Per 15A NCAC 02T ,0114(c), design flow. rates for establishments not identified [in table 15,/N NCiNC 0/2"I.011.4] shall be
determined. using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8, Wastewater generated by project:. 5,890 GPD (per 15.A. NCA.(' 02T ,011Et)
7-0,- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate wh):
E Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number
El Rehabilitation or replacement of ex.isting sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

Al DESIGN CRITERIA (If applicable) 02 .030
setter to be permitted:
Length (feet
760
Material
Section II & III of the MDC for Permitting ofGravity Servers contains information
Section 111 contains information related to minimum slopes for gravity sewe
()versizing lines to meet minimum slope requirement is nrt aillowed a
latet
o design criteria
tion of the MDC
PTIi IP STATION DESIGN CRITERIA (If Applicable) — 021 ,0305 & 1'Il.t(` ilk rmp S1ations;'I$o
( fMIPLETE TOR EACH PUMP STATION I, UDED IN "CIIIS PROJECT
Pump station number or name:
?. Appro:kimate Coordinates (Decimal Degrees): I atittt.le
3. Design flow of the pump station: nailliotas gaflot
4, Operational poiutts) of the pump(s)= gallons per
Longitude: -
per day (firm capacity)
irate at „ feet total dynamic head
5. Summarize the force main to be permitted for this Pump Static:tn):
Size (inches) Length (feet)
G. Power reliability in accordance with 1s
© Standby power source or pump with autorna
1'Laterial
and telemetry - I5,1 'N((°.0 02'f (I);
Required for alpump stations with an average daily flow greater than or equal to 1.5,000 g;alloos per day
Must be permanent to facility
s
© Portable power source wF
.030.5(h)(1)(C )
or
at`e.ra
es than 15,00
per day:
ptacle and telemetry - I5A NCAC 021'
Portable pumping unit with plugged emergency pump connection and telemetre I SA NCAC 021' .0305(h)(1)(Cil1=
It shall be demonstrated to the Division that the portable source i owned or contracted by the applicant (drab agreement)
and is compatible with the .station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source_ or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: b`"l„A 04-16
Page 3of5

IX. SET ( KS & SF PA RATIO S — (0211.02O0 & 1 tiA NI CAC 02T .0 0.S(
Does the project comply with all separations found in
'`CAC 02T.0305(t) contains minimum separation s that shill( be provided for sewer systetlls�
Setback. Parameter*
Sio n sew'e and (s.ert'eall
water resins evertical� s Ittdin in bencl
'ater mains (horizcltltal)
Rec°1airned s4sewer)
Reclhorizontal - reelaimc_d over sewer)
private or public Heater sl�tltply° sour e. irtcluding anv wells, \\ S-1 waters o
flans t[ impounded reservoirs used SOUtce of drinking water
5 Waters classified t1 S ('except WW S-I or A' S-A° ), B. SA, ORW, HOW, or SB from normal
llirh w€tt:er 'or tide elevation) and wetlands flee item I.2)
ns other stream lake, impoundment, ,� p lent, or nd sur drainage
other utilities not listed below
ater over sewer inc
ditches
Anv huiIdin foundation
Ail basement
iT 2 slofre ofemhaak
Drainage s tems am
'sny sus imr tine pools
cuts rlf 2 feet or more iheight
ptor drains
Separation„[
24 inch
q .) cone tins alternative"es s he.re separations in 0210.E 5tflj cannot he ack
'k''Streartt classifications can he identified using the, t)iaisicrt's st' f rrrfirce 00 tlt zr t `Icl . ific lei
Ifrrrsttc nlpliance with (r, 1 .4t ;r1'411. or ( t, See Section
ofthis application
Does the project comply with ents file wetlands? (50 feet c
See the Divisio n's draft separation requirements for situations where sepa
No variance is required if the a1tcrnativc desiien criteria specified is utilir
As built documents should reference the location of areas effected
Does the prr;
This wrc
inches
101%et
I0 feet
5 feet
10 feet
6 inche
separation)
on cannot be meet
in design. and constructi
ply with all setbacks found in the river basin rules per 1 \ VAC 021) h efts'
cic l rout Buffered Streams per j
project comply
individual 404 Permit or any 401 Certifications?
nd-related permits shall be requested, ohtained, and adhered to for projects that.
elation can be obtained front the 40I . E$tlt't r Perm itt n I t lrrcwia
Does project comply with 1 4 \ \(.
Per 1_
been applied far, o
sedimentation contra
additi
.ale related en
ed. Issuance of this per
anagem.ent plans, etc
6. Does this project include an sewer
Per \\t:' t t
positioned
"high -priori
lbanks that n S11
ude aft at_ hit
permits certi
permits or certtt
t is contingent or
Imes that are deemed "I
h-priority",
cr��c
0
No
rnpact wetlands or surface waters
to
n applications are being prepared, have
anee of dependent permits (erosion and
"any aerial sewer, sewer contactin strtface
undermines or deteriorates the sewer.
.ach line, including type
°Iih prior litres shall be inspected by the permittee rtr its
documented per 15A Ni( AC 02T.0403(a)(5) or the perntltt
on, or sewer
ial line, size, material, and location
tttatiw°e at least once every six -months arttd inspections
vidual System -Wide Collection pt t°mit.
FORM: ETA 04-16
Pate 4 of

C'k�li"I`lFI(' t Fl°NS:
I?oes the suhmiteed system corr.aly ww'ith 1 a N(AC,_0?T, the Minimum Design Criteria fir the P rr rittitt a: l'_i up
and Force Mains (latest version), and the Stuvity Sewer'IMir i um iDesign Criteria ' "
vt'ws ENo
If No, complete and submit the Variance/Alternative Design Request application
•equiretl prior to submittal ofthe Fast Trae .4pplieta'lonand supportine, documents,
review. .Approval a
Professional. Engineer's (.'ertikictat
Kris W. R.cve, PE
(Professional It
Application Item .Ilf.1.1
'ADC 10-14) and supporting documents for
pplicati
has been reviewed by tare and is accurate. complete and eenrsistent ww ith the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the iaest 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting,
ef Pump Stations and Force attains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under nay 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 General Statutes 143-215.6A and 141-2 5.613, any person who kno Tingly makes any fake
statement, representation, or certification in any application package shall be guilty of a--.
include a fine not' to exceed $10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant s t.'ertifrcatiean per 15A NCAC 02T .0106(h;1:
Fred Matrulli, Vice President of Ladd
(Signature Authority's name & title from ,application
2 misdemeanor, which may
application for
has been reviewed by :me and is accurate and cotnpl'e. 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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor criminal prosecution, twill make no claim against the Division of Water Resources should a condition
of this permit he violated, t also understand that if all required parts of this application package are not completed and that if
all required supporting itrftarrnation and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In .accordance wit h General Statutes 143-21 .{%_\ and 143-215.6I3,, may person who knowingly makes any false
statement, representation, of certiftcat"ran in any application package shall be guilty of a Class 2 misdemeanor, which mayr
include a .fine not to e q„ ed $10,00{1, j well. as Civil penalties arp to $25,000 per violation.
Signature:
FORM 'FTA 04-16
Pate 5 of 5

CHARLOTTE
W TER
March 24, 2017
Mr, Kris Rowe
LandDesign, Inc
223 north Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
REA FARMS SINGLE FAMILY & TOWNHOMES
11120 GOLF LINKS DRIVE, CHARLOTTE NC
CLTWATER TRACKING# 2017342
After analysis of the sanitary sewer associated with the proposed design of project Rea Farms
Single Family & Townhomes, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 5,890 gallons per day (19 townhome units x 190 gpd/unit, 12 single-family
lots x 190 gpdflot) at the connection point(s) shown on the submitted utility plan for transmission to
the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment,
This acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works, Please see attached NC DEQ FTSE form,
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction, If the
appropriate authorization to construct permits are not obtained construction has not started within
one (1) year of issuance of this flow acceptance, and payment for any service connections have not
been received within (1) year of issuance of this flow acceptance letter, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire etvci, Chalotte„ NC 28216 chat lotEewater ..org
Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LandDesiqn, Inc.
Project Name for which flow is being requested: Rea Farms Single Family & Townhames, Phase 1
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.
R. WWTP Facility Name: McAlpine Creek, Irwin. Creek, Sugar Creek
b. WWTP Facility Permit#: Ncoo24970, 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
Allflows lows are in MGD
99.0
12.403
65.760
0.005
7B.168
79.00
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg: Tributary Flow Plus
(Name or Capacity, * (Finn / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Six Mile 1.8.1 7.24 4.27 .587 4.86 2.37
* 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.
Downstream Facility Name (Sewer): Rea Farms; Stone Creek Ranch
Downstream Permit Number:
216-552; 205-562
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I u . Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of -form indicates acceptance of this wastewater flow.
Signing OfJci(fSignature
D.at2/ %7
e
Page 2 of 6
FTSE 04- l 6

Polaris 3G Map — Mecklenburg County, North. Carolina
Rea Farms Single Family and Townhomes Phase 1
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deed
Users of this reap or report are hereby notified that the aforementioned public primary information sources should be consulted
responsibility for the information contained herein.
©ate Printed: 4J3t2017 11:47:11 A
maps, surveys, parametric neaps, and other public records and data,
verification, Mecklenburg County and its mapping contractors assume no legal

Corporations Division
Page 1 of 1.
North Carolina
Elaine F Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Bona 29622 Raleigh, NC 2762E )622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Standard Pacific of the Carolinas, LLC
Prev Legal: Westfield Homes of the Carolinas, LLC
Limited Liability Company Information
Sosld: 0665971
Status: Current. Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 3/4/2003
Fiscal Month: December
State of Incorporation: DE
Registered Agent: Registered Agent Solutions: Inc.
Corporate Addresses
Mailing:
15360 Barranca Parkway
Irvine, CA 92618-2215
Reg Office. 176 Mine Lake Court, Ste, 100
Raleigh. NC 27615
Reg Mailing: 176 Mine Lake Court, Ste. 100
Raleigh, NC 27615
Principal Office: 6701 Carmel Road, Suite 425
Charlotte, NC 28226-0203
Company Officials
All LLCs are managed by their managers pursuant to N,C.G,S. 57D-3-20,
Authorized Representative: Robert Bennett
6701 Carmel Road, Suite 425
Charlotte NC 28226
Account
Login
Create
__age
Account
https://www.sosn.c.gov/Search/profcorp/5621692 4l3/2017

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
Standard Pacific of the Carolinas, LLC
SECRETARY OF STATE ID NUMBER: 0665971
STATE OF FORMATION: DE
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: National Registered Agents, Inc.
Filing Office Use Only
E-Filed Annual Report
0665971
CA201703700878
21612017 02:34
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: 949-789-1600
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
6701 Carmel Road, Suite 425 15360 Barranca Parkway
Charlotte, NC 28226-0203 Irvine, CA 92618-2215
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Robert Bennett NAME: NAME:
TITLE: Authorized Representative TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
6701 Carmel Road, Suite 425
Charlotte, NC 28226
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Robert Bennett 2/6/2017
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of this form.
Robert Bennett Authorized Representative
Print or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State. Corporations Division, Past Office Box 29525, Raleigh, NC 27626-0525

May 5, 2017
NCDENR lyi isicata of Waterteali
Mooresville Regional Office
610 E. Center Avenue.
Mooresville, North Carolina 281 15
Project: Rica Farms Single Family and Townhomes d Phase 1
LDI PN: 1015400
SEWER SYSTEM APPLICANT LOPER:
Standard Pacific of the Carolinas. L
6701 Carmel load, Suite 425
Charlotte, NC 28226
ITEMS INCLUDED:
Enclosed is a 1iast-Track Application package for C ravuv Sege°er to serve the project
entitled lea Fauns Single Fancily. and Townhomes — Phase 1. 111 Lind
the original application form and application fee, the flow acceptance 'o site
maps, and Limited Liability Company (LLC°) Article of Organization. (inc additional
copy of the application and supporting documentation is also provided.
D ESG.IrIaPfi 1 4
The site consists of approximately 34.70 acres. The property is D-0 and
will consists of approximately 12 ingle family homes and 19 townhome uniits, We
are proposing to install approximately 760 LF of 8" PVC sewer main on-s
make up the pr.ivtat system Flows trrttn tla ptt ject sill be sent to the McAlpitat
Creek Wastewater permit number NC'0024970),
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for the private system will be approximately 4,845 gallons prr
day. The demand is based on 12 single family units at 190 gallons per day/unit and
19 townhome units at 135 gallons per day.!'unit, New mains are expected to have a
mitaira7una 50-year service life.. Thehe constructed by the Developer per
Charlotte Water Standards and Specific.. Services will be pilled by the City of
Charlotte in accordance w ithr their standard rate schedule.
PF\_20i510154CO DOCS,RFRMiTT NGPERMGT FOR'MSWC, DENR` l'.I400-E, LANDDESIGN INC

1015400 CALATLANTIC REA
FARMS RESIDENTIAL
1015400
Fast Track Application Package
for Rea Farms Single Family and
Townhomes - Ph 1
5/5/2017
00023
For your review and comment Courier
Brian Crafford
NCDENR - Mooresville
Regional Office Water
Quality Section
610 East Center Avenue
Mooresville NC 28115
United States
2
1
1
Land Design BCraffordanddesign.com.
Enclosed is the Fast Track Application Package for Rea Farms Retail. Please
feel free to contact me if you have any questions.
Thank you,
Copies of Fast Track Application
Check in the amount of $480,00 (68064992)
Cover Letter

1015400 CALATLANTIC REA
FARMS RESIDENTIAL
1015400
Fast Track Application Package
for Rea Farms Single Family and
Townhomes - Ph 1
For your review and comment
FROM
E:.
ian Crafford
NCDENR - Mooresville
Regional Office Water
Quality Section
610 East Center Avenue
Mooresville NC 28115
United States
Land Design
Transt''ta.
5/5/2017
Moor
00023
Courier
SCrafford ianddesicin
Enclosed is the Fast Track Application Package for Rea Farms Retail. Please
feel free to contact me if you have any questions.
Thank you,
Brian an Cr:a ° r
Engineer 1 Chrarlott) 704.3'33 0325
D _ ... R a . ,_ w ':.:ONTENTS
Copies of Fast Track Application
-- Check in the amount of $480,00 (68064992)
-- Cover Letter

1015400 CALATLANTIC REA
FARMS RESIDENTIAL
1015400
Fast Track Application Package
for Rea Farms Single Family and
Townhomes - Ph 1
For your review and comment
.............. ................
Brian Crafford
NCDENR - Mooresville
Regional Office Water
Quality Section
610 East Center Avenue
Mooresville NC 28115
United States
esign
Tralnsr
5/5/2017
00023
Courier
BC raffordanddesign.com
Enclosed is the Fast Track Application Package for Rea Farms Retail. Please
feel free to contact me if you have any questions.
Thank you,
Brian .nl Crafford, PE.
Engineer I Charlotte do) 7C
2 i -- Copies of Fast Track Application
Check in the amount of $480,00 (68064992)
Cover Letter

Permit Number WQ0039204
Central Files: APS ___ SWP _
5/10/2017
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
5.890
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Rea Farms Single Family and Townhomes - Phase 1
Location Address
6701 Carmel Rd
Ste 425
Charlotte NC 26226
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Standard Pacific of the Carolinas LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Elliot Mann
Orig Issue App Received
5/10/2017 5/5/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue Effective
5/10/2017 5/10/2017
Requested /Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamlndex Number Current Class
Subbasin