WQ0044678_Application (FTSE)_20230814

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��\✓� State of North Carolina
"_ Department of Environmental Quality
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t. ,,t...) Division of Water Resources
F ST TRACK SEWER SYSTEM EXTENSION APPLICATION
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Division of Water Resources i(�St Ole FTA 06-21 & SUPPORTING DOCUMENTATION
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Application Number: w 1( U (uo be completed b. DI R
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
Applicant's name: City of Mebane (company, municipality. HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State/County ® Municipal
3. Signature authority's name: Chris Rollins per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 106E Washington St
City: Mebane State: NC
Zip: 27302-
5. Applicant's contact information:
Phone number: [phone]
Email Address: crollins�cityofinebane.com
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Meadows Subdivision Phase V
2. Application/Project status: ® Proposed (New Permit) ❑ 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: Alamance
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.063887' Longitude:-79.25534V
5. Parcel ID (if applicable): 9824-32-6605 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Matt Hastings License Number: 038098
Firm: Summit Design & Engineering Services
Mailing address: 606 Broad St, Suite C
City: South Boston State: VA Zip: 24592-
Phone number: [phone] Email Address: matt.hastingsQc summitde.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mebane Wastewater Treatment Plant Permit Number: NCO021474
Owner Name: City of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQSoutheast Regional Pump Station - 0032351
2. Downstream (Receiving) Sewer Information: 18 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00081
Owner Name(s): City of Mebane
FORM: FTA 06-21 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 E 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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes [:]No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes ❑ No
If Yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f))
Daily Design Flow ",b
No. of Units
Flow
3 Bedroom
240 gal/day
8
1920 GPD
4 Bedroom
320 gal/day
9
2880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
4800 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1) 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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4800 GPD (per 15A NCAC 02T .01 14)
Do not include future flows or previously permitted 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 timeframe 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

VI 1. GRAVITY" SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Stunmarize gravitysewer to be permitted:
Size (inches) Length (feet) Material
8 444 PVC
i Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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 flow 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:
➢ 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 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
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)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
I5A \CAC 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
'Water mains (vertical - water over sewer preferred, 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 It impounded reservoirs used as a source of drinking water• and associated wetlands.
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 associated with these waters (see 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 swinuning pools
10 feet
Final earth grade (vertical)
36 inches
If noncompliance with 02T.0305(fl or ." see Section X.I of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
If no, please refer to 15A NCAC I8C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status hi the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(c)(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 "high -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 interference/conflict 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 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A, NCAC 021', the Nlinimum Criteria Design for the Permitting of Pump Stations
and horce• Mains t latest versiunt. and the Gravity Sewer Minimum Design Criteria ( latest version)as applicable?
® Yes ❑ No
If no. for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office, ADproyal of the request will be issued
concurrently with the approval of the permit and proiects requiring a variance alBoroval may be subject to longer
review times. For projects requiring two or more variancesor where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required
2. Professional F,n;ineer's Certification:
1, _Matt Hastings_ , attest that this application for Meadows Subdivision Phase V
(Professional Engineer's name from Application Item III I) (Project Name from Application Item II I 1
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,
Nlini►niren Design Criteria for Grivitr_ Sewers (latest version►, and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that [ 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 143-215.6B, 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 $25,000 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)
North Carolina Professional Engineer's seal, signature, and date
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chris Rollins, City Manager , attest that this application for Meadows Subdivision Phase V
(Signature Authority Name from Application Item 1.3 ) (Project Name from Application Item 11.1)
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 are not completed and that if all requited 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 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.
(VOTE — In accordance with General Statutes 143-215.6A and 143-215.601, 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 S 10,000 as well as civil penalties tip to $25,000 per violation.
1 . 1
Signature:
Date: 0) 23
FORM: FTA 06-2 l Page 5 of 5

V ::10,0 6 Envirom-rental Quality
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Ralpish— RQ nUlO&Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Mebane
Project Name For which flow is being requested: Meadows Subdivision Phase V
Hore 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 floiv.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Mebane Water Resource Recovery Facility
b. WW"fP Facility Permit #: NC0021474
All flows are in MGD
c. WWTP facility's permitted flow 2.5
d. Estimated obligated flow not yet tributary to the WWTP 0.4404
e. WWTP facility's actual avg. flow 1.5330
f. Total flow for this specific request 0.0048
g. Total actual and obligated flows to the facility 1.9782
h. Percent of permitted flow used 79%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater now.
List pump stations located between the project connection point and the WWTP:
Pump Pump
Station Station Firm
(Name or Permit Capacity,
Number) No. MGD
SE Regional WQ0031329 2.5
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Daily Flow**
Current
Tributary
Flow Plus
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
MGD
Flow, MGD
MGD
Flow
Capacity***
1.0
0.241
0.161
0.402
0.598
* 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): City of Mebane
Downstream Permit Number: WQ0031329
Page 1 of 6
FTSE 10-18

Ill, Certification Statement;
I Chris Rollins 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 this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Oyicial Signature Date
CA n \NWk WA
Title of Signing Official
Page 2 of 6
FTSE 10-18

';9Jfi
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue "'oleen H. Sullins Dee Freeman
Governor DireCtor Secretary
March 11. 2011
Robert I,. Wilson
City Manager
City of Mebane
106 East Washington Street
Mebane, NC 27302
Subject: 141ebane WWTP (NC1)021-17-1)
Plow Reduction Request
Alamance County
Dear Mr_ Wilson:
NC Dept of Environmental Quality
Raleigh Regional Offic�
On February 14. 2011. the Pretreatment, Emersency Response and Collection System (PERCS) Unit of
the Division of Water Quality received a now reduction request for connections to the City of Mebane WWTP.
Fhe letter requests an allowable flow rate ol'80 gallons per day (gpd) per bedroom based on the evaluated data.
As daily WWTP data is not representative cif the project area, the DMR data from the City of Mebane
WWTP (NC0021474) from .fanuar) 2009 through December 2009 was evaluated to determine the peak sewage
month. The highest flow month was December 2001). Daily wastewater flows were recorded downstream of
the Holly- Ridge Subdi,i;icm during Deccnther 2010. Fhls data was reviewed by PERCS and Regional Office
staff.
Based on the data, the Division hereby grants a reduction in flow to 80 gpd/bedroom (minimum of 160
gpd for 1 and 2 bedroom residences) for sewer extension permits issued tributary to the City of Mebane
WWTP,
Regardless of the adjusted design dailv wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits dofined in the NPDES rennit for the treatment facility or exceed the capacity of the
sewers downstream of anv new sewer extension or service connection(s).
If you have an) questions or comments retarding this matter, please contact Sarah Morrison at (919)
807-6310, or email [Sarah.�vlorrison.ii ncdenr.go� i or Deborah Gore. Unit Supervisor at [phone], or
email [Deborah.Gore'ar;neden.r.gov1.
SincerelN.
�bd Coleen 1-1, Sullins
cc: Mrrell L. Russell, P.L. All_ . %k i I I mins, C arnien & Kim_, Inc i. ra enlaii: drusseII tek wc..crini i
Steve Mauney, Winston-Salcm Regitinal Office (k,enutiII
NPDES Unit. Permit Filc NCUD'_ 1474
PERCS Flow Reduction File
1617 Nail Service Center Ralegh, North Caroina Z 699-tr
Location W N. Salisbury SL Ralegh. North Carolina 27604 tune
Phone: [phone] + FAX 91"076A92rPERC3Ui\i
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internee ntto /rtlonal nrAenr-orarwebhvnr PERCS t!nit. nna,,00rta ricuenr or,;wecr8w5worps:pret ���Itjir�1���
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Hilshmough, NC 27278
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State of North Carolina
DWRDepartment of Environmental Quality
Division of Water Resources
Division of Water Resources Watershe"Classification Attachment (WSCAS QI-l5)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://Portal,ncdenF.org/web/wq/home/ro
! Location
ID
Name of Waterbody' River Waterbody Stream i Waterbody
Basin Index No. Classification
1
Haw Creek
Cape Fear
16-20-(1)
WS-V, NSW
1 If unnamed, indicate "unnamed tributary to V, where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date

NC Dept c>fEllvironMental Quality
Ro gional office
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Bk7RB43899P40155
t0/09/2007 01 5E 0
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I IIGD JOYYC• n f SOn
Ra9lster oI Owds, Orange Co,NC
Rrcordin9 Fee f20 00
NC Reai Esute Tx 51737 00:z_r
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $1,737.00
Parcel Identifier No.q 9 24.31 •(0100 S Verified by r--Q/3 County on the _ day of 20
By: _
Mail to: Harrold Law Firm PLL,C 3323 Alam_ance Drive, Raleigh. NC 27609
This instrument was prepared by: Michael H. Hinckle
Brief description for the Index: 131_80acres
THIS DEED made this 9th day of October, 2007, by and between
GRANTOR
HOUSTHON, LTD, a North Carolina
corporation (formerly Housthon BV, Ltd.)
GRANTEE
BDG ARLIQNGTON ASSOCIATES, LLC
7000 Six Forks Road, Suite 115
Raleigh, NC 27615
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain
lot or parcel of land situated in the City of Mebane, Cheeks Township, Orange County - Me and iville_Townshin,
Alamance County, North Carolina and more particularly described as follows:
See Exhibit A.

(IIR�47e©D95062/3
tl2I945Q011I
For back reference, see Deeds recorded in Book 1689, Page 477, Orange County Registry, and Book 1149, Page 371.
Alamance County Registry.
A map showing the above described property is recorded to Plat Book 102, Page 158, Orange County Registry, and Plat
Book 72, Page 124, Alamance County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the
same in fee simple, that title is marketable and &ee and clear of all encumbrances, and that Grantor will warrant and defend
the title against the lawful claims of all persons whomsoever, other than the following exceptions:
1. 2007 ad valorem taxes.
2. F.asemc nts, restrictions and rights of way of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Housthon kid, a North Carolina •o oration
By:
Michael H. Hinckle, Vice President
North Carolina, Wake County
I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she
voluntarily signed the foregoing document for the purposes stated therein and in the capacity indicated: Michael H.
Hinckle, Vice President of Housthon. Ltd.
Date: t 010 l of _
My Commission Expires:
Stamp/Seal
M. BRAOLEY HARROLD
NOTARY PUBLIC
WAKE COUNTY, NC
V . g ---
Notary Public

EXHIBIT A
BEING all of that 131.80 acre tract shown as Tract I on a map entitled `Boundary Survey, Housthon
Ltd." recorded in Plat Book 102, Page 158, Orange County Registry, and in Plat Book 72, Page 124,
Alamance County Registry.
Being the same property conveyed to Housthon BV, Ltd. by Deed recorded February 20, 1998 in
Book 1689, Page 477, Orange County Registry, and in Book 1149, Page 371, Alamance County
Registry, SAVE AND EXCEPT the tract conveyed to The City of Mebane by Deed recorded May 16,
2007 in Book 2570, Page 661, Alamance County Registry.

SUMMIT
DESIGN AND ENGI F*kg �Mvlron lethal Quality
AUG 9 2023
Raleigh Regional Office
SANITARY SEWER
SUBMITTAL
DOCUMENTS/
CALCULATIONS
MEADOWS SUBDIVISION PHASE V
PROJECT#: 16-0028
PHASE I SUBMITTAL: JULY 2016
PHASE II SUBMITTAL: FEBRUARY 2018
PHASE II RESUBMITTAL: JANUARY 2019
PHASE IIB SUBMITTAL: MAY 2019
PHASE III SUBMITTAL: MARCH M20
PHASE IV SUBMITTAL: NOVEMBER 2021
PHASE V SUBMITTAL: AUGUST 2023
9 y
a BEAL r
if
OWNEWAPPLICANT:
Bowman Road Partners_ LLC
504 Meadowlands Drive
Hillsborough, NC
ENGINEER/CONSULTANT:
Matt Hastings, PE
Summit Design and Engineering
504 Meadowlands Drive
Hillsborough, NC
P [phone] / F [phone]
matt.hastin ,su6summitdc.net

NC Dept of Environmental Quality
SUMMARY:
Raleigh Regional Office
Bowman Road Partners is in the process of developing a residential subdivision on a 131.93 acre
parcel on the north side of Bowman Road in both Alamance and Orange County. The property
has already been annexed into the City of Mebane limits and has been designed to meet their
standards. The approved development is for 369 dwelling units. The type of unit breakdown
may vary as development proceeds but currently the proposed layout will include a total of 314
lots/homes and 55 townhomes. Due to the size of the project it will be built in multiple phases.
Phase V will consist of 17 single family homes. The overall sewer design has been evaluated but
the following plans are for Phase V only. This is the final phase of development.