WQ0043930_Application (FTSE)_20221014

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (AJQ op Y 39.5Q, be compieled by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: Lennar Carolinas LI.0 (company, municipality, 1110A, utility, ctc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Troy Gcorl;e per 15A NCAC. 01 1" .0106(I�i
Title: Vice President
4. Applicant's mailing address. 1100 Perimeter Park Drive, Suite 112
City: Morrisville State: NC 'Lip: 27506
5. Applicant's contact information:
Phone number: [phone] Email Address: troy. gcorge(Mennar.coin
I1. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Forty_ nd_Paye
2. Application/1'roject status: ® Proposed (New Pen -nit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35 . 891366' Longitude: - 78 . 822633=
5. Parcel ID (if applicable): 158116 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Nick Williamson License Number: 048250
Firm: McAdams
Mailing address: _2905 Meridian Parkway
City: Durham State: NC 'Lip: 27713 -
Phone number: { 919) 948- 8064 Email Address: williaiusoiigiiicadamsco.com
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle WWTP Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Numbcr(s): WQ0034884
2. Downstream (Receiving) Sewer Information: 8 inch R Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Namc(s): Durham County__
FORM: FTA 06-21 Pagel oF5

VI. GENERAL REQUIREME,N7'S
1. 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 tlic Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑ No ❑ NIA
3. If the Applicant is a Homc/Property Owners' Association, has an I•IOA/PnA Operational Agreement ( FORM: I IOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationiservicc ❑ 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 / Iactortcs ❑ Nursing Home ❑ Other (Explain in Attachment)
S. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02'l' .0l 03(20J)
If Industrial, is there a Pretreatment Program in effect? ❑ Ycs❑ No
6. Has a flow reduction been approved under 15A NCAC 02'1' .01 14(13? ❑ Yes ® No
➢ if Yes,_uruvide it cony: of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 021'.0114(f))
Daiiy Design Flow a,b
No, of Units
Flow
Townhomes (3 bedroom/unit)
360 gal; unit
90
32,400 GPD
gal?
GPD
gal!
GPD
gaP
GPD
gall
GPD
gal/
GPI)
Tola1
32,400 GPD
a See I SA NCAC 02'1' ,01 14 E(_'),- c( il. {�_anci(c)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 021' .01 14(c), design flow rates for establishments not identified [in table 15A NCAC; 02'1=_0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32,400 GPD (per 15A_N AC: 02'f .01 14)
➢ Do not include future flows or previously permittcd allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timcframe for permitting upstream sewers with flow,
❑ Flow has already been allocated in Permit Number: . Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -1127' .0305 & i1IDC (Gravity Sewers):
1. Su ntnarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,272
PVC
8
933
DIP
1
Y Section It & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity scwer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (If Applicable) — 02'1' .0305 & i►il)C (Punt) Stations/Force Mains):
PROVIDE A SI-PARATE COPY OF THIS PAGE: FOR EACH PUMP STATION INCLUDED INTHIS PROJECT
1. Pump station number or name: Fort and Pa rc munp_stati nt
2. Approximate Coordinates (Decimal Degrees): Latitude: 35 . 891366'Longitudc: - 78_ 8226330
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0964 millions gallons per day (firm capacity)
This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 60 gallons per minute (GPM) at 75 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
870
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I .b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305fh]t 11:
® Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility and may not be portable
Or if the pump station has an average daily now less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Y Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple purnp 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
. hoes the project comply with all separations,'alternatives found in 15A NCAC 02T_0305(1)_& (q)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems'.
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWatcr mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWatcr 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB frorn normal
high water (or tide elevation) and wetlands associated with these waters (sec item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(t) or (gh see Section X.I of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.03050 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surfacc Water CL•issitications webnsig�
2. Does (his project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NiA
➢ If no, please refer to 15A NCAC I8C.0906(f) for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PF., verifying the criteria outlined in that Rule.
Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance_
➢ See the Division's draft scljj!L�n it (tuircmctilti for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NIC AC 00213 .020W ® Yes ❑ No
)i;- This includes Trout Buffered Streams per 1.5A NCAt;`'?.13.f1202
5. Does the project require coverage/authorization under a 404 Nationwiderindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberiperimitting status in the cover letter if covcragelautlt0ri7a1i011 is required.
6. Does project comply with 15A NCAC021'.010,ir fi) (additional permitsfccrtifications)? ® Yes ❑ No
Per 15A NCAC 02T_0105 e 6 , directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "h igh ..priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer_
Siphons and sewers suspended through interferencelconflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I �A NCA ' 02 I', the busi�tluPermilling of 'Iniu Sati_onsig-o
and Force Mains (Inlesi version), and the GravilySewer i1 innnum I)esi i Criteria latest versions as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects reguiring a variance 911proval may be subject to longer
review times. For projects re uirin g IWO or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is reg_uired.
2. Professional Engineer's Certification:
1, _Nick William n , attest that this application for Forty and Page
(Professional E-nginecr's name from Application [tern 111 1.) (Projcct Name from Application Item It. I )
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 my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria tier Gravity Sc%%.crs (latest version), and the Minininm f )esigiA'riteria for the Fast-1 rack Perniplln-u
of Pump Stations and force Mains(latest versoni. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with 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 fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56 0701)
.\01 ri t r711.'`' ...
North Carolina Professional Engineer's seal, signature, and date: .`��\A GA1?0�/'�i,�
`\O �SSlp' . N9
4,•
SEA 4. .r
048 0
i •. GINS
P
'�!! 11► I I 1 L 11X\a12-oZ z
Applicant's Certification per 15A NCAC 02T .0106(b):
Troy.Geo%ee attest that this application for Forot and Page
(Signature Authority Narne from Application Item 1.1.) (Projcct Namc from Application item It t )
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application arc 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 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, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of tills 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 143-215-6A and 143-215.613, any person who knowingly snakes any false
statement, representation, or certification in any application package 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 S25,000 per violation.
Signature:
FORM: FTA 06-21
Date:�J S6/d a
Page 5 of 5

cp0 State of North Carolina
Ix Ant A010"WA0 Department of Environmental Quality
Division of Water Resources
Dlvislon of Water Resources Flow Tracking for Sewer Extension Applications
Ra1oIg1i RegI- Ofi'�ce (FTSE 10-18)
Entity Requesting Allocation: Lennar Carolinas, LLC
Project Name for which flow is being requested: Forty and Page
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO026051
All flows are in MGD
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
12
1.7361
4.028
0.0324
5.797
48.3
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Stirruplron
WQ0039913
6.50
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm 1 po,
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
2.60
1.197
0.522
1.719
0.881
* 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 firm capacity of the pump 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 pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Pen -nit Number: WQCS00038
Page 1 of 6
FTs E: 10- l 8

FortY qhd Y a3G
III. Certification Statement:
I cal`'tr► tw certify to the best of my knowledge that the addition of
the volumes o wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of -the planned' improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
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 Off cial Signature
::I�" �N ruc_
Title oJSignQg Official
to1131aoaa
Date
Page 2 of 6
FTS E 10-18

J WADAMS *' f)ep#oftinvironmental Qualit} COVER LETTER > LEN-19020
August 18, 2022
NCDENR DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Forty and Page
Durham, North Carolina
LEN-19020
1 14 gn17
RaIdSh Regional Office
The accompanied Fast -Track Application (FTA 06-21) includes 2,272 linear feet of 8" PVC private sewer, 933 linear
feet of 8" DIP private sewer, and 870 lineal feet of 3" PVC private sewer force main. The gravity sanitary sewer
system for the proposed Forty and Page development located off Page Road in Durham, NC drains to a private pump
station on -site that discharges to a public sewer manhole across the street, north of Page Road. The sewer system
will be a private system owned and operated by the HOA. The project will consist of approximately 90 townhome
units (3 bedrooms/unit). The total wastewater flow generated by this project is 32,400 GPD. The anticipated date for
1st effluent discharge (certificate of occupancy) from the Forty and Page development is March, 2024.
Sincerely,
MCADAMS
Nick Williamson
Aug 22 2022 3:39 PM
Nick Williamson, PE
Project Manager, Residential
Enclosures
t'c,q'.ing experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

STATE OF NORTH CAROLINA
COUNTY OF Durham
Aid papt lalial"
ui;i' 1 ;Ail)
Permit No. WQ0034884
Raleigh
ll '
DEVELOPER'S OPERAff-VtRR;MENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this
M
20th
day of
ay , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Lennar Carolinas LLC a co oration) ever I rt 11. d/l'
f rp g a pa ners p mgistere icensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNESSETH:
I . The DEVELOPER is the owner of the certain lands lying in Durham County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as -Forty and Page __(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) 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 formed at the time of filing of the
Declaration, _. _(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 and repair.
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 and Declaration.
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 DEVELOPER's
successor.

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 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 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 apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. 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 ennar Carolinas LLC
MANAGEMENT COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date) --
Name of DEVELOUR
OmuSign by:
_ B p6m,
(Signature} 308B62F209234
Stephen Dorn, Director of Land Planning and Entitlements
Print Name and Title
5/20/2022
(Date)

9
............ ............. . . . . . . . . . . . . . . . . . . . . . . ......
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T]McADAMS
Date: October 13, 2022
To: NCDEQ- Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
V�o���,�' QyaviCY
LETTER OF TRANSMITTAL
�c��h „���io�al Off icy
ELECTRONIC
Re: Forty and Page
lit NCDEQ Fast Track Submittal
Raleigh, North Carolina 27609 Job M LEN-19020
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal
® Plans ❑ Prints
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
1
Copy
Original Fast Track Sewer System Extension Application
1
Copy
Copy of Fast Track Sewer System Extension Application
1
Copy
Cover Letter
1
Copy
Application Fee (Check for $480.00)
1
Copy
Flow Tracking/Acceptance form (FTSE 04-16)
1
Copy
USGS Map
1
Copy
Aerial Map
1
Copy
Overall Utility Plan
1
Copy
Operational Agreement
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Remarks:
® For review + comment
❑ Other
❑ Other
creating experiences through experience 621 Hillsborough Street, Suite 500, Raleigh, NC 27603 / 919. 361 5000

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LIMITED LIABILITY COMPANY ANNUAL REPORT
tl6, 2022
NAME OF LIMITED LIABILITY COMPANY: Lennar Carolinas, LLC
a ­ .— ­ � y
SECRETARY OF STATE ID NUMBER: 0791436 STATE OF FORMATION: DE E - Filed Annual Report
0791436
REPORT FOR THE CALENDAR YEAR: 2022 CA202212000123
4l30/2022 09 15
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Corporate Creations Network Inc.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
15720 Brixham Hill Avenue #300
15720 Brixham Hill Avenue #300
Charlotte, NC 28277 Mecklenburg County Charlotte, NC 28277
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Acquire and develop real pro ep rty _
2. PRINCIPAL OFFICE PHONE NUMBER: fqQ5L�69-4000
4. PRINCIPAL OFFICE STREET ADDRESS
700 N.W. 107th Avenue, Suite 400
Miami, FL 33172-3139
3. PRINCIPAL OFFICE EMAIL: Privacy Reclaction
5. PRINCIPAL OFFICE MAILING ADDRESS
700 N.W. 107th Avenue, Suite 400
Miami, FL 33172-3139
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -awned small business
❑ The company is a service -disabled veteran -owned sma,' business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Diane J. BeSsette
TITLE: Manager
ADDRESS:
NAME:
Mark Sustana
NAME:
Mark Sustana
TITLE:
Manager
TITLE:
Vice President
ADDRESS -
ADDRESS:
700 N.W. 107th Avenue, Suite 400 _ 700 N.W. 107th Avenue, Suite 400 700 N.W. 107th Avenue, Suite 400
Miami, FL 33172 Miami, FL 33172 Miami, FL 33172
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Mark Sustana
SIGNATURE
Form must be signed by a Company Official listed under Section C i if " his form
Mark Sustana
4/30/2022
Vice President
DATE
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State Business Registration Division, Post Office Box 29525, Raleigh. NC 27626-0525

Robinson, Jason
From: Tucker Ennis <[e-mail]>
Sent: Wednesday, December 14, 2022 2:47 PM
To: Robinson, Jason; Nick Williamson
Cc: Stephen Dorn; Kurtz, Cassidy; Heather Gaster
Subject: RE: [External] RE: RE: Forty and Page - FTSA permit
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Yes, please proceed, thank you.
Tucker Ennis, PE
Land Entitlements Manager
Lennar Corporation - Raleigh Division
1100 Perimeter Park Drive, Suite 112, Morrisville, NC 27560
mobile: [phone] email: [e-mail]
LG ■VAR
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, December 14, 2022 2:43 PM
To: Tucker Ennis <[e-mail]>; Nick Williamson <[e-mail]>; Troy George
<[e-mail]>
Cc: Stephen Dorn <[e-mail]>; Kurtz, Cassidy <[e-mail]>;
[e-mail]
Subject: RE: [External) RE: RE: Forty and Page - FTSA permit
Thanks Tucker, with your permission I will add the HOA's name to the form that was submitted (Item 5 of the DOA)
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
D7 E Q
Oppartment of EnvirannievIal Quality
Email correspondence to and from this address is subject to the Nolth
Carolina Public Records Law and may be disclosed to third parties.

From: Tucker Ennis <[e-mail]>
Sent: Wednesday, December 14, 2022 2:40 PM
To: Robinson, Jason <[e-mail]>; Nick Williamson <[e-mail]>; Troy George
<[e-mail]>
Cc: Stephen Dorn <[e-mail]>; Kurtz, Cassidy <Cassidy.Kurtz @ncdenr.gou>;
[e-mail]
Subject: RE: [External] RE: RE: Forty and Page - FTSA permit
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
If you're taking about the homeowner's association, It is listed below:
Forty and Page Owners Association, Inc
Thank you
Tucker Ennis, PE
Land Entitlements Manager
Lennar Corporation — Raleigh Division
1100 Perimeter Park Drive, Suite 112, Morrisville, NC 27560
mobile: [phone] email: [e-mail]
LE NNA
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, December 14, 2022 2:20 PM
To: Tucker Ennis <[e-mail]>; Nick Williamson <[e-mail]>; Troy George
<[e-mail]>
Cc: Stephen Dorn <stephen.dorn(@Iennar.com>; Kurtz, Cassidy <Cassidy,[e-mail]>
Subject: RE: (External] RE: RE: Forty and Page - FTSA permit
Nick, Tory & Tucker,
We're reviewing the application and have the following questions/comments:
1. The Developers Operational Agreement did not have the name of the Association that the permit will be
transferred to after completion/certification (Item 5. Of the DOA). Is this known?
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ

919-791-4200
"Subscribe to Collection System & Sewer permitting Updates"
7D E
tal �110)
Department of Envlrann,ental Wality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Tucker Ennis <[e-mail]_m>
Sent: Wednesday, December 14, 2022 8:36 AM
To: Nick Williamson <[e-mail]>; Robinson, Jason <[e-mail]>
Cc: Stephen Dorn <[e-mail]>; Kurtz, Cassidy <[e-mail]>
Subject: [External] RE: RE: Forty and Page - FTSA permit
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
Thank you, we understand you guys have a lot on your plate. If you have any questions please don't hesitate to reach
out so we can address them as soon as possible. We would also be happy to hop on a call if that could be helpful.
Thank you
Tucker Ennis, PE
Land Entitlements Manager
Lennar Corporation — Raleigh Division
1100 Perimeter Park Drive, Suite 112, Morrisville, NC 27560
mobile: [phone] email: [e-mail]
L E h N R'
From: Nick Williamson <[e-mail]>
Sent: Tuesday, December 13, 2022 5:37 PM
To: Robinson, Jason <[e-mail]>; Tucker Ennis <[e-mail]>
Cc: Stephen Dorn <[e-mail]>; Kurtz, Cassidy <Cassidy.Kurtz([e-mail]>
Subject: RE: RE: Forty and Page - FTSA permit
Understood, thanks for the update Jason!!
Nick Williamson PE
Project Manager
office 919. 287. 0730 mobile [phone]

[e-mail]
2905 Meridian Parkway
Durham, NC 27713
www.mcadamsco com
Join Our Team
©C
From: Robinson, Jason <iasonA.robinson@ncdenr.,gov>
Sent: Tuesday, December 13, 2022 9:05 AM
To: Tucker Ennis <[e-mail]>; Nick Williamson <[e-mail]>
Cc: Stephen Dorn <[e-mail]>; Kurtz, Cassidy <Cassidy.Kurtz @ncdenr.go_v>
Subject: RE: RE: Forty and Page - FTSA permit
CAUTION: This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content.
Hi Tucker & Nick,
I apologize for not responding to Nick's earlier email, it apparently got lost in the shuffle.
Due to the volume of applications we receive, our other duties and being short-staffed, we're pretty backed -up right
now and it's currently taking us over 8 weeks to review application from the date of receipt. We know that's not ideal,
and we're doing our best to try to catch-up, but unfortunately it's where we're at right now.
With that said, we hope to be able to begin review of that application in the next few days.
-Jason
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"'Subscribe to Collection System & Sewer Permitting Updates"
,���DE
Ml- Q
IQ �/�
nepartnrent of Environmental Ouality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Tucker Ennis <[e-mail]>
Sent: Tuesday, December 13, 2022 7:59 AM
To: Nick Williamson <[e-mail]>; Robinson, Jason <[e-mail]>

Cc: Stephen Dorn <[e-mail]>
Subject: [External} RE: Forty and Page - FTSA permit
ICAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Resort Spam.
Good Morning Jason,
I wanted to follow up on Nick's email below. Can you tell us when we can expect the fast track permit for Forty & Page?
Thank you for your assistance
Tucker Ennis, PE
Land Entitlements Manager
Lennar Corporation — Raleigh Division
1100 Perimeter Park Drive, Suite 112, Morrisville, NC 27560
mobile: [phone] email: [e-mail]
LE h NAR*
From: Nick Williamson <[e-mail]>
Sent: Thursday, December 1, 2022 1:34 PM
To: Robinson, Jason <[e-mail]>
Cc: Tucker Ennis <[e-mail]>
Subject: Forty and Page - FTSA permit
Jason,
Good afternoon. I hope you are doing well going into the last month of the year. I followed up with you on another
project I have in your queue a week or two ago, and you confirmed your review times are still tracking —8 weeks. i also
have our Forty and Page project that we submitted a sewer fast track application for around the same time as that
one. Are you able to look at where it is in your queue to see if you have an estimated approval date you can give? We
got caught behind on City of Durham, Durham County, and NCDOT reviews on this one, so we're trying to stack things as
close together —any visibility on this would be very much appreciated!
Thanks,
Nick
Nick Williamson PE
project manager, residential
direct 919 287.0730 mobile [phone]
will iamsonOmcadamsco.com
2905 Meridian Parkway, Durham, NC 27713
www.mcadamsco.com
Join Our Team
D