WQ0042199_Application (FTSE)_20201223

JAMESTOWN ENGINEERING GROUP, INC.
CIVIL ENGINEERS & SURVEYORS
LAND PLANNING • MUNICIPAL CONSULTING
117 East Main Street - P.O. Box 365 • Jamestown, N.C. 27282
Telephone [phone] Fax [phone]
www jamestownengineering.com
December 17. 2020
Re: Sewer Line Extensions
Servicing Falls Grove Subdivision
RS Parker Homes, LLC
City of High Point
Guilford County
JEG File No. 2017-113
Mr. Justin Henderson
Division of Water Quality
NC Department of Environment and Natural Resources
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Dear Mr. Henderson:
NC Department of
Environmental Quality
Received
Winston-Salem
Regional Office
With regards to the referenced project, and on behalf of the IRS Parker Homes, LLC, we
have enclosed one original and one copy of the following for your review:
- Fast Track Sewer Application
- $480.00 Application Fee
- Aerial Sewer Exhibit
- Form FTSE 04-16 completed by the City of High Point
- 8.5" X 11" color USGS topographic map
- Street level map
- Form DEV 03-19
- Articles of Incorporation
Sewer service to Falls Grove includes 23 single family homes and 123 townhomes
(55,230 gpd). Flow allocations are included in the attached FTSE 04-16 form for the
additional 146 residential lots. Upon completion of the sewer line installation and testing,
the system will be turned over to the City of High Point for maintenance. The
downstream sewer system and treatment facility are owned by the City of High Point.
If there are any questions or additional information required, please call.
Sincerely,
JAMESTOWN ENGINEERING GROUP, INC.
;omas R. (Rich) Glover, Jr., PE

State of North Carolina
Department of Environmental Quality
Division of Water Resources
PWR
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 At SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: RS Parker Homes. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Daniel C. Greene per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 502 Hickory Ridge Drive
City: Greensboro State: NC Zip: 27409-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
NC Department of
Environmental Quality
Received
Winston-Salem
Regional Office
II. PROJECT INFORMATION:
1. Project name: Falls Grove
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Davidson County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.003273' Longitude:-80.062008'
5. Parcel ID (if applicable): 6882-04-61-6451, 7135
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Thomas R. Glover, Jr, PE License Number: 27465
Firm: Jamestown Engineering Group, Inc
Mailing address: 117 E. Main Street, P.O. Box 365
City: Jamestown State: NC Zip: 27282-
Phone number: [phone] Email Address: r lg [e-mail]
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: High Point Westside Treatment Plant Permit Number: NC 0024228
Owner Name: City of High Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): _
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOAI been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply)
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100%Doinestic/Commercial %Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa Flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)1
Daily Design Flow °'b
No. of Units
Flow
Single family homes with 4 bedrooms/unit
120 gal/day/bedroom
23
11,040 GPD
Townhomes with 3 bedrooms/unit
120 gal/day/bedroom
123
44,280 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
rota/
55,320 GPD
a See I5A NCAC 02T .01 14(b)(d)(e)(I) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential 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 G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design Flow rates for establishments not identified [in table I SA NCAC 02T.0114) shall
be determined using available Flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 55,320 GPD (per I SA NCAC 02T .01 14)
➢ Do not include future Flows or previously permitted allocations
If permitted Flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DF,SIGN CRITERIA (If Applicable) -02T .030., S NI DC (Urnikv Scwcrsl:
I. Sunrnarize grnvity saver to be permiued:
Size (inches) Length (feet) Material
R" 2.476' +i- SDR 26 X DI
Section II K III of the MDC for Petmilling ol'Gravity Sewers contains information related to design criteria
i Section III contains information related to minimtun slopes for gravity sewer(s)
Oversizing tines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02'I'.0303 v14 NI IX (Puma Stations/Force Naiad:
CONIPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or names NA
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design Flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the puntp(s): _ gallons per minute at _- feet total dynamic head (TDH)
5. Summarize the force main to be pemtited (for this Pump Station):
Size (inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC02T . 3,001H I �.
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(I )(B)a
Required for all pump stations with an average daily floe greater than or equal to 15,000 gallons per day
r Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 ealluns per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency puntp connection and telemetry - 15A NCAC 02'1' .0305(h)(1)(C):
It shall be demonstrated to the Division that the potable source is owned or contracted by the applicant (drali aereement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all file pump stations'
storage capacities and the rotation schedule or the portable power source or pump, including travel tinteframes. shell be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 01'S

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(fl & (g)
® Yes ❑ No
➢ 15A NCAC 02T.0305(0 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class Ii impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305( or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes []NO
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting_ Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
® Yes ❑ No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NC A(. 11=1 , the .\_lint stint Design Criteria ror the Permitting of Pun_tp Stations
and Forcc Mra as flatest_scrsiony and the Qm%ity Sci,_\I\l evei latest version as upplicablc?
® Yes ❑ No
If No, complete and submit the Variance/Alterative Design Request application (VADC 10-14) and supporting documents
for review. Aru roval of the request Is required prior to subnnf ial of the Fast Track Application and sunnortina
documents.
1 Professional Engineers Certification:
Application Item III.I.)
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications.
engineering calculations, and all other supporting documentation to the best of any 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 h•Iininann Design Criteria fortileFast-Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this subminal 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 General Statutes 143.215.6A and 143-215.6R, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10.000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Daniel C. Greene �Manager _ _ attest that this application for
(Signanure Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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. I understand that any discharge of wastewater front 0nis non.
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties.
injunctive relief. and/or criminal prosecution. I will make no clainn against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE. — In accordance with General Statutes 143-215.6_A and 143-215.611. any person who knowingly makes any false
statement, representation. or certification in any application package shall be guilty of a Class 2 nnisdeneanor. which may
include a fine not to exceed $10,000 as well as civil penalties up to $25.000 per violation.
Signature: (.?GitQ� 41uslr Date; November 5, 2020_
r )
FORM: FTA 04-16 Page 5 of 5

Public Services Department
Terry L. Houk
DIRECTOR
NORTH CAROL1NA'S INTERNATIONAL CM"'
November .16, 2020
NCDLNR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Project: Falls Grove
Private Sewer
Applicant: RS Parker FIomes, LLC
Greensboro, NC
Dear Sir or Madam:
This is to acknowledge that the City of High Point will accept for treatment in the Westside
Wastewater Treatment Plant (Permit #NC 0024228), wastewater flow from the above referenced
project in the amount of 55,320 GPD, which will be discharged to facilities operated and
maintained by the City of High Point.
If further information is needed, please let me know.
Very truly yours,
Terry L. Hgik
Director of I ublic Services
TL,Illtab
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax:[phone] Phone:336,883.3215 TDD:336.883.8517

State of North Carolina
ft Department of Environmental Quality
Division of Wafer Resources
Mvkifm of bNl,�t,ar R, -b mce,f h'low Tracking for Sewer Extension Applications
(FTSI 10-18)
Entity Requesting Allocation: RS Parker Homes LLC
Project Name for which flow is being requested: Falls Grove Subdivision
More than one FISE may he required for a single project if the owner of the WIY77Is not responsihle,for ell pump
stations along the route afthe proposer! westewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Westside WWTP
b. WWTP Facility Permit #: NC-0024228
All flows are in MGD
c. WWTP facility's permitted flow 8.2000
d. Estimated obligated flow not yet tributary to the WWTP 0,1141
e. WWTP facility's actual avg. flow 3.1638
f Total flow for this specific request 0.0553
g. Total actual acid obligated flows to the facility 3.3332
h. Percent of permitted flow used 40.65 %
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
Pump
Average
Approx,
Not Yet Total Current
Station
Station
Finn Daily Plow"
Current
Tributary Flow Plus
(Name or
Permit
Capacity, ` (Firm / po,
Avg. Daily
Daily Flow, Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD Plow Capacity`*'
— - _...--...---- —
The Firm Capacity (design flow) 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 fire capacity of the pmnp station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pmnp station located
between the project connection point and the WW'PP where the Available Capacity is <0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Terry Houk 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 Il plus all attached planning assessment addendums for which 1
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
...... _ .............--
Signing QfficifWignature Date
771le of Signing Official
Page 2 of 6
FTS13 10-18

s
:-
U,IV
I�1
qJ
f
i
_y
r
�S
s

. 1R'1
B
�jg
axk
"
j opt
a�
q_
�
E
y
rvx„p
N
WAYZ
(q'a'
.I
y
�A
9 '
i "a'
tt : giF7
t .x��"`3 .
•Lt 7
E � W
"a
'w
v
�£ ty
F �
9 fi�
N
"
$'

yeaGG`DBk
RG' B6oRE END
CTER ITS - ME
EN
1T•s Txuxt
Rid, VICINITY MAP
NOT TO SCALE
D 'A'
B'
'C' ETA 0+00 - 7+00
11 IV ETA 7+00 -END
IR OUTFALL
�CYTOWN WATERLWE
i WRIpIINS PLAN
,NTROL PLAN
1DING A DRAINAGE PLAN
?ALCULATIONE & DATA
'm
„GENERAL PERMIT REGIIIpE11EN'
1 I V1 1B PLAN
No 1 '
u No. 4 a ( �• •I
E7
01
A NOT
t ♦
6D IWF
�;�/ n/F D/ �EG :1
_p PANTHER RIDGE TEMP. NRN
ITiIA•
NBTFR.
1. Nl MATERIALS AND METHODS ro MEOilM I. y
FR-ALATION ZLAG;%-%M
POINT R ON, VARIATIONS FPON RB INLETS. TYPE OF CURB)
Siµ0dC.
FEERNO TOG N
ARE SPE0 DR ON PUNS. 1 IS LPYIPFICA SMALL DBTAIN PROM THE CITY C£ NIGH TO 1] ALL WATER k NOW F
PRIOR i0
SIAHDµD OPAWNGS. MAlEfl1AL "'ECIFICA"CH" µ0 INSTAWTIDN $iµ110
SE BE MAINTAINED BY
BIDDING TIE PROTECT. WE CONNAWOR SHALL CONTACT TIE ENGINEEflINC SERVICES IB. BEL CgNTAINE AL R
DEPARTMENT-CONSTRUCTION INSPECTIONS DIVISION AT 336-B41-3184 PRIOR TO µY UTILITY COMMERCIAL BAR
CONSTRUCTION. AS-SUILT DRAWINGS OfALL PUBLIC UTILITIES SMALL BE AIBMIMOED TO
ROGIZINTL
MC ENGINEERING BEING. DEPARTMENT UPON WMPLETON µ ME PROJECT. LNNEE A SANFORD
LING
TR CONSEPPI
R. ALL D.T.C. µE TO FACE OF OUR. UNLESS OTHERWLSE NOTm, I9' ANY $UILDIN FE RI
3. ALL SW I ANY GONER PIPE SMALL BE VINIEIED CLAY OR SDR-GOB UNLESS OTHERWISE NOIEO, PROM BUILDING MNF
V.C. PIPE COVER BETWEEN IY AND 11 SHALL BE STOOD TO TIE SPRING LINE . ACCESSIBILITY ro T
WASHED
WIN WASHED No. 5> WONE V 11 PIPE WITH GONER BETWEEN IV AND IS, SHABE 21. RCP PIPING SMALL
ENCASE WITH WASHED No. 5] STONE. PIPE YWY GREATER MAN 11 OE LOVER SHALL y2 ALL TOWNHOM6 B.
BE DUCTS IRON,
4. WATER LINES SHALL BE DUCTILE IRON PC 3'A. Rl. SUBMIT PONTFRIi C
HIM OINT ENGIN
5. WATER µ0 SEW}A SEMCES MUST NOT BE LOCATED WITHIN GMYERAYS. IN
OR SANITARY SEINES
D. ADECLATE DRAINAGE FOG BUILDING PRIM SNAIL BE PRONIXD TO ALLOW OR SANITARY
DRAINAGE TO ROW AWAY EHON BUILDING PADS. POMWAY "'Go
. EMM CTUR S
]. WHEELCHAIR RAMPS APE SECURED OF y0. TIE
FOR CUPS k GUTTER I.111DCRONS RED CITWARNING
ER WEEPOIOfl N
EN6INEFAING SFRNCE$ DflAWIH6 511.01 FOR RAMP/DET:CTABIf WARNING SEANQS
HIGX PONT MORYME
TO ME START
CIOU
SJRFALES. RAMPGAIDEWALXS SNAIL BE INSTAUTO ACCORDING ro TIE REQUIREMENTS q9 WELL AS Fdt ANY
LE THE AD,OR SANITARY DOWN
g T ISSUBJECTFACTS MAT MAY BE OIm.04D BY A ROADWAY IMPBOVTJAD
fINSLL AFL RATE TT£ 5MY
B. MI5 PNAT IS SUBJECT TO ANY FRAGMENTS. REREEMENTN. BB 2i TIE CORE OF R. E
BY THE
RIGHTS -OFF -WAY OF REM. PRIOR TO THE GAR OF 1XI5 PIT. MXICH MITTAL µ
nAll A N AP
SUBRD
SiREM
1 WETRIE� NOT WABILE AT TIE TIME CE SURR1V[EYryp TI D IS I ED
i1. ALLSMATMCES 31"C" BE HOP ZQRALSG GO"DISTMGGESE TIME OF GO.' µD APPROVAL OFEA
SHOIR.
TOPOGRAPHY TAKEN FROM U. WITH LIMITED FIELD WWFICATIDN. GROORNS CONTROL PL
ACTVIIY.
13. ALL ROAGWAYS SHALL BE PUBLIC UNLESS OTHERWISE WORT.
RI. ALL MUES T(EEC
14. SIRUCTNRES FENCING. AND PLRNI NR WILL BE RESTRICTED NNNIN ME
NOABGI£ CRWND LL
SANITARY SENSR EASEMENTS
15 WATFA "UNITY`W`DS SMALL BE POSTED ON FGHNNEERED SRXIMWARR
GEWCES PRIOR TO FINK. APPROVAL OF PLAT IF A4-BUILTS HAVE NOT BEEN
91BMITTEO.
1G. GPIVEWAR MUST MEET CITY OF HIGH POINT DRIVEWAY ORDINANCE.
b eeminlmum N IAYN., IF J
m mi.am e1 so DGL oae

STATE OF NORTH CAROLINA
COUNTY OF A V t)> cn N Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
p
PS?iMurc llnecs LI , a corporationtgeneral partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
I. The DEVELOPER is the owner of the certain lands lying in )�),qV r p S o Q County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as FA t s (91Z 1)IlF (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal Systetn) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be f ed at the time of filing of the
Declaration, rALt. C. roRa✓G w ay1 ,geiAVn& (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. 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 DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct 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 DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities, In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association, The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPERS
successor.
FORM: DEV 03-19 Page 1 of 2

4. The DEVELOPER 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.
5. The DEVELOPER 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 funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund 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 provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or 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 DEVELOPER 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 mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare ibr
the Association to enter into voluntarydissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER 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 &permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shalt be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
M 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
MANAGEMENT COMMISSION
Linda Culpepper
Director, Division of Water Resources
(Date)
Et /S f idnd o __--
(Date)
FORM: DEV 03-19 Page 2 of 2

State of North Carolina
Department of the Secretary of State
99054 9025 Limited Liability Company /Q: o9OHln
ARTICLES OF ORGANIZATION MAR 0 � 1994
EFFkCTIVE
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby subs Jje}'VZr--
Articles of Organization for the purpose of forming a limited liability company. SECRETARY OF STATE
NORTH CAROLINA
1. The name of the limited liability company is: RSP BUILDERS, LLC
2. The latest date on which the limited liability company is to dissolve is: JUNE 30,,2030
3. The name and address of each organizer executing these articles of organization is as follows:
CLYDE PARKER, JR.
PO BOX 5967
HIGH POINT, NC 27262
4. The street address and county of the initial registered office of vie limited liability company is:
Number and Street 8700 OAK SPRING LANE
City, State, Zip Code COLFAX, NC 27235 Cotmty GUILFORD
5. The mailing address if from the street addtsss of the initial registered office is:
PO BOX 5967
HIGH POINT, NC 27262
6. The name of the initial registered agent is: CLYDE PARKER, JR,
7. Check one of the following:
(i) Member -managed LLC: all merpuers by virtue of their status as members shall be
managers of this limited liability cowyany.
X (ii) Manager -managed LLC: exoept as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability Fompany shall not be managers by virtue of their status as
members.
8. Any other provisions which the limited liability company elects to include are attached.
9. These articles will be ef£Ective upon filing, unless a date and/or time is specified:
This is the 213T day of FEBRUARY ,1999.
ign
CLYDE PARKER, JR.. ORGANIZER
Type or Print Name and Title
NOTES:
1. Filing fee is $125. This document and one exact or conformed copy of these articles must be filed with
the Secretary of State.

C200804400200
State of North Carolina
Department of the Secretary of State
SOSID: 0486492
Date Filed: 2/19/2008 10:09:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200804400200
Limited Liability Company
AMENDMENT OF ARTICLES OF ORGANIZATION
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.
The name of the limited liability company is: RSP BUILDERS, LLC
The text of each amendment adopted is as follows (attach additional pages if necessary):
a. The name of the limited liability company is hereby changed to RS PARKER HOMES, LLC.
b. The dissolution date of June 30, 2030 is hereby revoked and the limited liability company shall be of
perpetual duration.
(Check either a or b, whichever is applicable)
a._The amendment(s) was (were) duly adopted by the unanimous vote of the organizers of the limited liability company
prior to the identification of initial members of the limited liability company.
b. The amendment(s) was (were) duly adopted by the unanimous vote of the members of the limited liability company
or was (were) adopted as otherwise provided in the limited liability company's Articles of Organization or a written operating
agreement.
4. These articles will be effective upon filing, unless a date and/or time is specified:
This the 7ht day of February , 20 08
RSP BUILDERS, LLC
Name o ed Liab' ++i"£ mpany
Signs/u
CLYDE PARKER, MANAGER
Type or Print Name and Title
NOTES:
I. Filing fee is $50. This document must be filed with the Secretary of State.
(Revised January 2000) (Form L-17)
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622