WQ0041603_Application (FTSE)_20200323

W" of b C)--s ETC Dept of Environment
al Quality
MAR 2 3 2020
Raleigh Regional Office
ESU�ItAT
DESIGN AND ENGINEERING SERVICES
SANITARY SEWER
SUBMITTAL
DOCUMENTS/
CALCULATIONS
MEADOWS SUBDIVISION PHASE III
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 2O20
OWNER/APPLICANT:
Bowman Road Partners, LLC
504 Meadowlands Drive
Hillsborough, NC
ENGINEER/CONSULTANT:
Matt Hastings, PE
Summit Design and Engineering
504 Meadowlands Drive
Hillsborough, NC
P (434)579A604 / F [phone]
mart.h Wjn s,,d%ummifde_net

SUMMARY:
Bowman Road Partners is in the process ofdeveloping 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 Iimits 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 ofthe project it will be built in multiple phases.
Phase III will consist of 75 single family homes. The overall sewer design has been evaluated
but the following plans are for Phase HI only.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DIvision of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A-N AC 02T and the Division's
Minimum Design Criteria and that plans, speciftcations and supporting documents have been prepared in accordance with, JU
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in ,IM N.C' 02T
Projects not eligible for review via the fast track process (must be submitted for full technical review):
z Projects that require an environmental assessment in accordance with 15A NCAC lC .0100;
Projects that do not meet any part of the minimum design criteria (MDC) document;
Projects that involve a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Vacuum sewer systems.
General -- When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
r Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
v If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the Wirth I ina ecretar�- of Staff.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item IL I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Clina.licensgd Profionaln
® The Applicant's Certification on Page 5 ofthe application shall be signed in accordance with J5A N 'A 02T,0106 1b),
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable)-
0 Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Y Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
D Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
D Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
M Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per .15A NCAC 02T .0305(h)(1). submit documentation of power reliability for pumping stations.
D This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable powergeneration unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
L Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 1a 1 provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/ProaeM Owners' Associations
❑ Per 15A NCAC 02T.01 15 c submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement FORM: DE
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

L
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T.0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
_ v
Application Number: _Wa o6 Mlo be wmptuitA by DWR)
V /
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: City of Mebane (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑Privately-Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: David Cheek per 15A NCAC �. fEnvironmental Quality
Title: City Manager
4. Applicant's mailing address: tU6_E. Washington St MAR 2 3 2020
City: Mebane State: NC Zip: 27302-
5. Applicant's contact information: Weigh Regional Office
Phone number: ( 19) 563-5901 Email Address: dcheek@ci!yofmebane.com ofinebane.com � ; `p � �
iJ v
11. PROJECT INFORMATION:
L Project name: Meadows Subdivision Phase I I
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
Ifa modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Orange
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.063887 - Longitude: -79.2 553481
5. Parcel ID (if applicable): 9824-32-6605
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Matt Hastings License Number. 38098
Firm: Summit Design and Engineering Services
Mailing address: 504 Meadowlands Drive
City: Hillsborough State: NC Zip: 27278-
Phone number: [phone] Email Address: matt.hastin summitde_net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mebane Wastewater Treatment Plan Permit Number: NCO021474
Owner Name: City of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQSoutheast Regional Pump 5talion - 0032351 Downstream (Receiving) Sewer Size: 18 inch
stem WWe.0011emb s ifa licable : WQCSo0081
Owner Name(s): QnL2 MebaneMebaM
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑tio ®ti -A
2. Ifthe Applicant is a Developer of lots to be sold, has a Develo er's Operational Agreement FORA: DEV been attached?
❑ Yes ❑tio ®N:'A
3. If the Applicant is a Home'Pra erty Owners' .Association. has an Operational Agreement FOR,\1. 1 IOA) been attached?
❑ Yes ❑No ®ti,:A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail w ith food preparation. service ❑ Hotel and. or Motels
❑ School." preschool r day care ❑ Medical - dental - veterinary facilities ❑ Swimming Pool Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swinimina PoohFilter Backwash
❑ Businesses : offices factories ❑ Nursing [ionic ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % DomesticfComniercial % Commercial
%Industrial (See 15A NCAC 02T .01031_O))
�Is there a Pretreatment Program in effect.' ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14 W ® Yes ❑ No
If ves. Provide a cony of now reduction aptiroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01Ia)
Dailyl)csignllowaE'
No, of knits
Flow
3 Bedroom House
240 baVday
33
9.120 GPD
4 Bedroom House
320 gal day
37
11,840 GPD
gal -dav
GPD
gal.:day
GPD
�alr
GPD
gale
GPD
Total
20,960 GPD
a See 15A NCAC 02T .01 14(b). d , e I and a '_ for ca,,eats 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 A 114(c), design flow rates for establishments not identified [in table 15A 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_ 20,960 GPD (per 15A NCAC 02T .011-4)
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):
FORNI; FTA 04-16 Page 2 of 5

ki.
VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - t12T.03413 &
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (reet)
Material
8
[750
PVC
8
408
D[P
> Section It & Ill of the NTDC for Permitting of Gravity Sewers contains information related to design criteria
i' Section III contains information related to minimum slopes for o avity sewer(s)
Oversiziing lines to meet minimum slope requirement is not allowed and a violation or the NIDC
Vlll. PUNIP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & NIDC (Pump Stations/Force Mains:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
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 pump(s): gallons per minute at _ feet total dynamic head (TDI I)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 6. Power reliability in accordance witit I SA NCAC 02T.0305(hlt 1):
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(B):
D Required for all pump stations with an average daily Flow greater titan or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(t)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source i3 owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation ofall the pump stations' storase
capacities and the rotation schedule of the portable power sourc
in the case of a multiple station power outage. e or pump, inc[ud;ng travel timeFrames, shall be pror ided
FORM: FTA 04-16
Page 3 of

IX. SETBACKS & SEPARATIONS— (02B .0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in NC 0# ® Yes ❑ No
15A NCAC.02T.030hia contains alternatives where separations in 02T.O.305M cannot be achieved.
S' "Stream classifications can be identified using the Division's NC 5u6nce Water C ssificasions weber
If noncompliance with 2 05 f) nr see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No El N/A
R, 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 setbacks found in the river basin rules per t 5A NCAC_Oy#I ,0200? ®Yes ❑ No ❑NIA
This would include Trout Buffered Streams per 1.4A NCAC 2B.Or02
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
r Information can be obtained from the 4Q_1& ffer Pertnik' g.Brancb
5. Does project comply with _NCAC 02T_Q105[c]fO (additional permits/certifications)? ® Yes [:]No
Per SA N Q.02t.0105(061_ 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 ❑ NIA
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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
2.
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains I latest version and the Gravit\ Sc%ver,Minimum Design Criteria latest version as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Apgroval orthe re uest is re uired Prior to submittal or the Fast Track Apo
lication and sunportina documents.
Professional EJn�gineers Certification:
AFessio I Engineer's name from Application Item Ill. I.)
--attest 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 my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
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 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0I 06(b):
1, ..Vi19 S- le I CI'L A) ("
(Signature Authority's nadle & title fr6m Application'f m 1.3.)
that this application for
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 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 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 143-215.6A and 143-215.68, 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.
Signature: ] z - Date: [ t�2o
FORM: FTA 04-16
Page 5 of 5

Ali
NCDENR
North Carolina Department of Environment and Natural Resources
Division of VVater Quality
Beverly Eaves Perdue
Coleen H Swim Dee Freeman
Governor
Director Secretary
1larch I �. -N i I
Robert L. Wilson
City Manager
City of Mebane
106 East Washington Street
Mebane, NC 27302
Subject: Mebane WWTP (NCII021,174 ir
Flow Reduction Request
Alamance County
Dear Mr. Wilson:
On February 14. 201 f, the Pretreatment, Emereeno Response and Collection System (PERCS) Unit of
the Division of Water Quality received a flow reduction request f'or connections to the City of Mebane WWTP.
The letter requests an allowuble ilo%% rate of 80 gallons per day. (gpd) per bedroom based on the evaluated data.
As daily WWTP data is not representative of the project area, the DMR data from the City of Mebane
WWTP (NC0021474) from Januar) 2009 through Decemher 2009 was evaluated to determine the peal: sewage
month- The highest flow month was December 2009- Dail% wastewater flows were recorded downstream of
the Holly Ridge Subdivision during December 2010. This data was reviewed by PERCS and Regional Office
stab.
Based on the data, the Division hereby grants a reduction in flow to 80 gpdrbedroom (minimum of 160
gpd for I and 2 bedroom residences) rile sewer extension permits issued tributary to the City of Mebane
WWTP.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES permit for the treatment facility or exceed the cariacitv ofthe
sewers downstream of any new sewer extension or service: connections .
If you have any questions or comments regarding this matter. please contact Sarah Morrison at (919)
807-6310, or email f Sarah.,btorrison u`nedenr.go% J (►r Deborah Gore. Unit Supervisor at [phone]. or
email [Deborah.GoreTi?ncdenr.govj-
Sincerel%-
6, Coleen H. Sullins
cc: D.Imll L. Russe 1. P E.. Alley. Williams, C:lmwn & Inc. cviacotail- dru It (hkw6,xort1)
Steve Mauney, Winston-Salem Regional t ILC (vise e111,61)
NPDES Emit, Permit File NCU021474
PERCS Flow Reduction File
1617 Mall Service Center Raleigh, North Cardirra 2i6399.1517
t.ocadw 512 N. Salisbury SL Raleigh. North CarDIM 21W4 011C
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PWR
Divislon of Water Resources
Entity Requesting Allocation: City of Mebane
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-181
Project Name for which flow is being requested: The Meadows III
More than one FTSE may be required for a single project if the owner of the WfVTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Mebane WRRF
b. WWTP Facility Permit #: NC 0021474
C. WWTP facility's permitted flow 2.5 All flows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.65
e. WWTP facility's actual avg. flow 1.597
f. Total flow for this specific request .03144
g. Total actual and obligated flows to the facility 2.278
h. Percent of permitted flow used 91.1
lI. 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)
Pump Pump
Design
Average
Approx.
Obligated,
Not Yet
Total Current
Station Station
(Name or Permit
Firm
Capacity, *
Daily Flow**
(Firm / pf),
Current
Avg. Daily
Tributary
Daily Flow,
Flow Plus
Obligated
Available
Number) No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
SE Reg
2.5
1.0
0.2307
0.337
0.568
0.432
* 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: WQ0039116
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I David S. Cheek 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 wherc 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.
l L�
1 7 2,
Signing o icial Signature Date
C—i TY MA a4GeA,
Title of Signing official
Page 2 oFb
FTS F 10- IX

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 01-15)
These instructions are to be used when completing form WSCAS for sewer extension projects.
IdentifyJng stream classifications that are affected by the project is necessary-
• To determine/confirm the minimum separation distance of sewer system components from
classified waters as specified in 15A NCAC 2T ,0305(f)
• To determine/confirm any applicable river basin rules that may affect sewer system components
If any portion of the sewer extension comes within 100 feet of any surface water (waterbody) or
wetland a completed form is required_ Determine the names of surface waters within 100 feet of the
project or along the project route and utilize either of the below options to determine stream
classification -
Finding Stream Class€fications Ma or List
A map with designated streams and their associated classifications can be obtained at:
#o;llnc e r turn @Rp3L�RP+►I_ tr lnde . trnlJfijJp12 +fIa.;rS s��
• Find/select the waterbody and record the river basin(s), stream Index number and classifications
applicable to the project on the form
or
A listing of stream classifications based on river basin can be obtained at:
Isee left hand side of webpage)
• Select the river basin(s) (hydrological or alphabetically sorted) where your project is located
• locate the name of the identified waterbody on the Ilst for the selected basin
• For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" In the description means the beginning of the waterbody segment
(most upstream point)
• Record the river basin(s), stream index number and classification applicable to the project on the
form
Submittal Instructions
Label any unnamed tributaries as "UT to stream name" as the waterbody name on form per 15A NCAC 02B
.0301(t). See page 2 for additional notes on unnamed streams.
Submit a color copy of a USGS Topographic Map to identify the project area and surface waters. Each map or
maps must show the location of the sewer system and include location identifiers where the system traverses
over or near waterbodles. The map should have location IIYs for each different waterbody and corresponding
classifications should be recorded.
"Note that these instructions do not need to be submitted**

Note on Unnamed Streams 15A NCA[ fi28.D301 I
Any stream which is not named in the schedule of stream classifications carries the same classification
as that assigned to the stream segment to which it is tributary except:
• unnamed streams specifically described in the schedule of classifications;
• unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
• after November 1,1986, any newly created areas of tidal saltwater which are connected to Class
SA waters by approved dredging projects will be classified "SC" unless case -by -case
reclassification proceedings are conducted.
The following river basins have different policies for unnamed streams entering other states or for
specific areas of the basin:
HIWASSEE RIVER BASIN
LITTLE TENN RIVER BASIN- AND SAVANNAH RIVER
DRAINAGE AREA
FRENCH BROAD RIVER BASIN
WATAUGA RIVER BASIN
BROAD RIVER BASIN
NEW RIVER BASIN
CATAWBA RIVER BASIN
YADKIN-PEE DEE RIVER BASIN
LUMBER RIVER BASIN
ROANOKE RIVER BASIN
CHOWAN RIVER BASIN
TAR-PAMUCO RIVER BASIN
PASQUOTANK RIVER BASIN
Streams entering Georgia or Tennessee shall be classified
"C Tr."
Streams entering Georgia or Tennessee shall be classified
"C Tr." Such streams in the Savannah River drainage area
entering South Carolina shall be classified "B Tr.'
Streams entering Tennessee will be classified "B."
Streams entering the State of Tennessee are classified
Xr "
Streams Ent erin South Carolina are classified "C"
Streams entering the State of Tennessee are classified
MC."
Streams entering South Carolina are classified "C."
Streams entering Virginia are classified "C," and such
streams entering South Carolina are classified "C." _
Streams entering South Carolina are rJassified "C Sw."
Streams entering Virginia are classified "C." Except that all
backwaters of John H. Kerr Reservoir and the North
Carolina portion of streams tributary thereto not
otherwise named or described shall carry the
classification 'B," and all backwaters of Lake Gaston and
the North Carolina portion of streams tributary thereto
not otherwise named or described shalt carry the
classification "C and B."
Streams entering Virginia are classified "C."
All drainage canals not noted in the schedule are
classified "C Sw," except the main drainage canals to
Pamlico Sound and Its bays which shall be classified "sc.-
All drainage canals not noted in the schedule are
classified "C."

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 01-I5)
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:
httv;/Iportal.ncdenr.org/web/wo/home/`ro
1 If unnamed, indicate "unnamed tnbutary to X". where X is the named waterbody to which the unnamed tributary joins
l 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 cornett to the best of my
knowledge and belief.
PE Seal, Signature and Date

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2WIN99Y629994a DEED
Bk-RB4F9 P 155
1a1Y9+2007 M 36 P" 113
`41il.r ol�rids, Orran"s Ca,HC
�ia� a�atr tJ! 1�t737 a
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tao[: S 1.737.00
Parcel Identifier NO z4.31 Vet$ed by r�48 County an the day of 20
8y�
Mail to: FlWgld Caw Firm PLl C. 32 Alatnance C 276p9
This instrument was prepared by- Michael R_ Hmcklc
Brief description for the Index. 13110 acres
THIS DEED made this 4th day of 9sj2hg. 2tit}7, by and between
GRANTOR GRANTEE
HOIISTHON, LTD, a North Carolina
corporation (formerly Housrthon BV, Ltd)
BDG ARLINGTON ASSOCIATES, LLC
7000 Six Forks Road, Suite 115
Raleigh, NC 27615
Enter in appropriate blxk for each party came, address, and, if appropriate, character of entity, c,g. corporation or parosership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and sball
include singular, plurat masculine, feminine or neuter as required by contort.
WTTNESSETH. 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, batgam, sell and convey unto the Grantee in fee simple, all that certain
lot or parcel of land situated in the.01y of Mebane- Cheeks TownsIft. Oran a County and Melville Townab[
Alamanct County. North Carolina and more particularly described as follows:
See Exhibit A.

IN�l� ll� I�l�IDE� Iq
For back reference, see Deeds recorded in Book 1689, Page 477. Orange County Registry, and Book 1149, Page 371,
Alamancc County Registry_
A map showing the above described property is recorded in Plat Book 102, Page 158, Orange County Registry. and Plat
Book 72, Page 124, Alamancc County Registry
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee to fee simple.
And the Grantor covenants with the Grantee. that Grantor is seized of the pretniscs in fee simple, has the right to convey the
same in fee simple, that title is marketable and free and clear ofall encumbrances, and that Grantor will warrant and defend
the Wk against the lawful claims of all parsons whomsoever, other than the following exceptions:
1. 2007 ad valorem taxes.
2, Easements. restrictions and rights of way of record.
IN W17NESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Housthoa td, a North Caro inn 901poration
By:
Michael H. Hinckle, Vice President
North Carolina, Wake County
I certify that the fallowing peraoa(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 m the capacity indicated, Michael H.
Hi a Vice Pre>dnt of Housthon_.
Date: 16 toto
My Commission Expires b o
Stamp/Seal
M. BRADLEY f ARROLD
NOTARY PUBLIC
WAKE COUNTY, NC
N-
Notary Public

qp
EXHIBIT A
BEING all of that 131.80 acre tract shown as Tract 1 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, Lid. by Deed recorded February 20, 1998 in
Hook 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.

vc7Iun MW rNUIPICCKIPR7 ]tKVJLtb
TO NC Dept of Environmental Quality
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
ATTN Ted Cashion
WE ARE SENDING YOU:
919.732.3883 SUMMIT-ENGINEER.COM
504 Meadowiand Drive, Hilisborough, NC 27278
Letter of Transmittal
DATE 03-19-20 PROD. NO. 16-0028
RE: Meadows Subdivision Phase 3
■ Attached ❑ Under Separate Cover ■ Transmitted Via USPS
❑ Prints ❑ Reproducible 0 Specifications
■ Application for Permit ❑ Change Order
TRANSMITTED:
■ For Approval ❑ As Requested ❑ For Your Use
COPY TO
❑ Shop Drawings
❑ For Review and Comment
SIGNATURE:_ _
Matt Hastings

I]E31bN ANO ENGINEERING SERVICES
TO NC Dept of Environmental Quality
Division of Wafer Resources
3800 Barrett Drive
Raleigh, NC 27609
414 7XI ;RRi CZ11K4.49T-r1jrIA16ro rnu
3ug meaaamana line, HIIlsborough, NC 27278
Letter of Transmittal
DATE 03-20-20 PROJ. NO. 16-0028
RE: Meadows§ubdivlsion Phase 3
Mept of Environmental Quality
ATTN Ted Cashion MAR 2 3 2020
WE ARE SENDING YOU:SWOkhRegional Office
■ Attached ❑ Under Separate Cover ■ Transmitted Via USPS
❑ Prints ❑ Reproducible ❑ Specifications ❑ Shop Drawings
■ Application for Permit ❑ Change Order
COPIES DRAWING DATE DESCRIPTION
I The Meadows Phase I Fast Track Permit & All required
attachments/documents
i Review Fee of $480 (mailed separately) to
NCDEQ
TRANSMITTED:
■ For Approval ❑ As Requested ❑ For Your Use ❑ For Review and Comment
COPY TO

Cashion, Ted
From: Henderson, Justin L
Sent: Monday, March 30, 2020 9:28 AM
To: Cashion, Ted
Subject: RE: City of Mebane, Meadows Subdivision Phase III fast track sewer extension
application
Ted,
We have no concerns. Thanks for the notice. Hope your doing well and staying safe.
Justin Henderson
Environmental Specialist 11
Winston Salem Regional Office
Division of Water Resources
[phone]
iustin.henderson ncdenr.eov
Subscribe to Collection System & Sewer Permittinq Updates
From: Cashion, Ted <[e-mail]>
Sent: Monday, March 30, 2020 9:13 AM
To: Henderson, Justin L <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: City of Mebane, Meadows Subdivision Phase III fast track sewer extension application
Hi Justin,
Hope all is well.
We have another application for a project in Orange Co. from Mebane for 75 homes and 31,440 gpd to discharge to
Mebane WWTP.
Any concerns with the WWTP or with us issuing this permit to Mebane?
We'll cc you on the permit when issued.
thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted,cash ion 2 ncdenr. ov
1628 Mail Service Center

Robinson, Jason
From: Matt Hastings, PE <[e-mail]>
Sent: Wednesday, April 22, 2020 2:05 PM
To: Robinson, Jason; [e-mail]; Franz Holt
Cc: Henderson, Justin L; Cashion, Ted
Subject: [External] RE: Sewer Application - Meadows Subdivision Phase III
Attachments: FTA page 2 of 5 Meadows Phase 3.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
- - .J
Jason,
See answers below in red. The updated page 2 of 5 is attached. Let me know if you need anything else.
Thanks and stay safe.
Matt Hastings, PE
Land Development Department Manager - VA
Tel: [phone]
Fax:[phone] (919-732-6676]
Cell: 434-579-4604
SUMM
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, April 21, 2020 4:21 PM
To: [e-mail]; Matt Hastings, PE <[e-mail]>
Cc: Henderson, Justin I. <[e-mail]>; Cashion, Ted <[e-mail]>
Subject: Sewer Application - Meadows Subdivision Phase ill
Matt & David,
We are reviewing the sewer extension application for the referenced project and have the following
questions/comments:
1. Item VI.6 is checked "Yes" for a flow reduction, and a flow -reduction letter was included with the application but
the flow calculated in Item VI.7 didn't seem to use the flow reduction.
Flow reduction was requested. Sheet 2 of 5 had the incorrect information. The revised sheet is
attached. Please include this in the application package.
2. Based on a map that was provided, the project appears to be close to the Haw River. We wanted to confirm
that the River or buffer will not be impacted by this project.
The project does not impact Haw River or it's buffer.

3. Just an FYI... the current application does not require the Stream Classification Form.
Noted. Thanks
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 Permittin Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
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