WQ0045827_Oakmont_Subdivision_Phase_2_FTSSE_App_20240913

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to c.r;r ,er tal Quality
Received State of North Carolina
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Department of Environmental Quality
M AVk QZ-1 3 2024 � Q �
Division of Water Resources
Winston-Sale.x�
`r.AST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ReCional O fice FTA 10-23 & SUPPORTING DOCUMENTATION
S'K (to be completed by DWR)
Application Number:/Akl),)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Graham (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
E'
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Aaron Holland per 15A NCAC 02T .0106(b�
Title: Assistant City Manager
4. Applicant's mailing address: PO Drawer 357
City: Graham' State: NC Zip: 27253-
5. Applicant's contact information:
Phone number: [phone] Email Address: aholland(`)a,cityotraham.com
II. PROJECT INFORMATION:
1. Project name: Oakmont Subdivision, _Phase
f
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: 36.033'Longitude:-79.402'
5. Parcel ID (if applicable): 143795 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: T. Eugene Must n License Number: 20709
Firm: Borum Wade & Associates. P.A.
Mailing address: 621 Eugene Court -Suite 100
City: Geensboro State: NC Zip: 27401-
Phone number: [phone] Email Address: g_enemustin c� borum-wade.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Burlington WNwITP Permit Number: NCO023876
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch' � © Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00065
Owner Name(s): City of Graham "
FORM: FTA 10-23 Page t of 5

VI. GENERAL REQUIREMENTS
1. If die Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Ag[eement (FORM: DEV) been attached?
[:]Yes ❑ No ® N/Aj
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: 1lOA and
supplementary documentation as required by 15A NCAC 02T.0I 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. Hasa 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.0114(f))
Daily Design Flow a,b
No. of Units
Flow
70 Townhome Lots @ 3 Bedrooms/Lot
225 gal/day
70
15,750 GAD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15,750 GPD
a See 15A NCAC 02T.0114(b),_(d)(e)(I) and (e)(2) for caveats to wastewater design flow rates (i.e. 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 Watem ay to be used as vacation rentals as defined in G.S, 42A-411
b Per 15A NCAC 02T ,0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15.750"GPD (per 15A NCAC 02T .0114 and G.S. 143-215,1)
➢ 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1071.20 SDR 35 PVC
8 460.50 Ductile Iron
➢ Section II & 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)(B).
➢ 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(o):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(fl & (g)? ® 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
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, 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 swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or(--), see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl 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 webpagge
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.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 seVaaration 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: Jordan ❑ 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 2B.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 in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)( ) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(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.).
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 10-23 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), 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/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 proiects requiring a variance approval may be subject to longer
review times For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect the full technical review is required.
2. Professional Engineer's Certification:
T. Eugene Mustin , attest that this application for Oakmont Subdivision�Phase 2
((Professional Engineer's name from Application Item 111.1.) (Project Name from Application item iL 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 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation., i3)� l ir�4if ' of the application
information, including failure to disclose any design non-compliance with the applicab\eulpdria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. ���1CF§����: >`p:
North Carolina Professional Engineer's seal, signature, and date: = SEAL
—A ; 20709 >
v4-
Applicant's Certification per 15A NCAC 02T .0106(b):
I, f attest that this application for 1�h Yt�"" ` N
(Signature Authority Name from Application Item 1.3.) (Project Name from Application item IT.I)
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 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 fi•om 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 143-215.6B, 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.
Signature: %-- ___ _._._. Date:
FORM: FTA 10-23 Page 5 of 5

Entity Requesting Allocation: City of Graham
Project Name for which flow is being requested:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Oakmont Phase 2 '
Vlore than ate FTSE nay 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Graham Collection System
b. WWTP Facility Permit #: WQCS 00065
All flows are in MGD
c. WWTP facility's permitted flow 0.500 Allocation to COB y
d. Estimated obligated flow not yet tributary to the WWTP .205 to COB
e. WWTP facility's actual avg. flow .2031 to COB
f. Total flow for this specific request .0157
g. Total actual and obligated flows to the facility .4239
h. Percent of permitted flow used 84.78%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C) (D)=(B+C) (F-)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow* *
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Daily Flow, Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the 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): Little Creek Drive
Downstream Permit Number: N/A
Page 1 of b
FTSE 10-23

III. Certification Statement:
I Aaron T. Holland 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 Official Signature
4-. &4 y
of Signing
-� 2 // �4 V
Date
Page 2 of 6
FTSE 10-23

State of North Carolina
Department of Environment and !Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-23)
Entity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Oakment Subdivision - Phase 2
More than one FINE may be required for a single project y the owner of the WWI P is not responsible for all
pump stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
South Burlinggon WWTP
NCO023876
All f ows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.506664
e. WWTP facility's actual avg. flow 6.922000 "
f. Total flow for this specific request 0.015750
g. Total actual and obligated flows to the facility 8.444414 "
h. Percent of permitted flow used 70.37%
1I. 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)
Design
Average
Pump
Daily
Station
Pump Firm Flow**
(Name or
Station Capacity, * (Firm/pi),
Number)
Permit No. GPD GPD
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Approx.
Obligated,
Total
Current
Not Yet
Current
Avg. Daily
Tributary
Flow Plus
Available
Flow,
Daily
Obligated
Capacity**
GPD
Flow, GPD
FIow
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can
be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pumpstation divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity < 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
Page 1 of 6
FTSE 10-23

III. Certification Statement:
I, W. Todd Lambert. P.E. � _ 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 asssessment 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 Official Signature Date
City Engineer
Title of Signing Official
Page 2 of 6 FTSE 10-23

Engineers
-�,�,1-.___t Planners
— Surveyors
Borum, Wade and Associates, P.A
September 12, 2024
N.C.D.E.Q.
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road (Suite 300)
Winston-Salem, NC 27105
Regarding: Oakmont Subdivision, Phase 2
Access off of Palmer Drive, Hanson Lane and Little Creek Drive
Graham, NC
FTA 10-23 for Gravity Sewer (Public)
Dear Sir or Madam:
Land Acquisition and Development Services, LLC proposes to develop the above noted
70 townhome lots in Oakmont Subdivision, Phase 2 in Graham, North Carolina. In
conjunction with this development, new public gravity sanitary sewer lines owned by the
City of Graham will be installed. The entrances to this project are located off Palmer
Drive, Hanson Lane and Little Creek Drive. The proposed public sanitary sewer line will
tie in to the City of Graham's existing gravity sanitary sewer line in the intersection of Little
Creek Drive and Springmeadow Drive. (401 Permit # WQC006405)
Please find the following attached information for review for processing a Gravity Sewer
Permit for the above mentioned project. Included in this package are the following.
1. One original and one copy of the Fast Track Application.
2. One check for $600
3. One original and one copy of the Downstream Sewer Flow Tracking/Acceptance.
4. One original and on color copy USGS Topographic Map and one street level map.
Please call if you have any other questions.
Best Regards,
Jonathan Wade
621 Eugene Court, Suite 100, Greensboro, NC 2740 1 -27 11 • PO Box 21882, Greensboro, NC 27420-1882
Phone [phone] • Fax [phone]
Website: www.borum-wade.corn

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