WQ0043046_Application (FTSE)_20211209

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 'V 0 009S 1>I (_ (to be completed b% MR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
L Applicant's name: City of Roxboro (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Andrew M. Oakley,PE per 15A NCAC 02T .0106(b}
Title: Public Services Director
4. Applicant's mailing address: PO Box 128
City: Roxboro State: NC Zip: 27573-
5. Applicant's contact information:
Phone number: [phone] Email Address: aoakle a,cityofroxboro.com
❑ Privately -Owned Public Utility
❑ Other
IL PROJECT INFORMATION: O
1. Project name: Somerset Place Apartments
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2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project 0
If a modification, provide the existing permit number: WQ00 and issued date: , }'r
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 pen -nit number: WQ00
3. County where project is located: Person
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.356 Longitude:-78.979'
5. Parcel ID (if applicable): 10051 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Gene Mustin License Number: NC 20709
Firm: Borum, Wade & Associates, PA
Mailing address: 621 Eugene Court, Suite 100
City: Greensboro State: NC Zip: 27401-
Phone number: [phone] Email Address: mwilliamstcborum-wade.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Roxboro Permit Number: NC 0021024
Owner Name: City of Roxboro
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): WQCS00048
Owner Name(s): City of Roxboro
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FORM: FTA 06-21 Page l 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 0NlA
2. If the Applicant is a Developer of lots to be sold. has a Developer's Operational A Treement FORM: DEV been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home Property Owners' Association, has an I-IOA:'POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
LJ Yes ❑ No ❑ NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential (Leased) ❑ Retail with food preparation.'service ❑ Hotel and "or Motels
❑ School i preschool i day care ❑ Medical / dental ? veterinary facilities ❑ Swimming Pool "Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool?Filter Backwash
❑ Businesses i 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 .01 14 ? ❑ Yes ®No
If Yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow A,n
No. of Units
Flow
One Bedroom Units
240 galyday
14
3,360 GPD
Two Bedroom Units
240 gal -day
44
10,560 GPD
Three Bedroom Units
240 gallday
26
6,240 GPD
gal;`
GPD
gall
GPD
gal;'
GPD
Total
20,160 GPD
a See I SA NCAC 02T .0I 14 b d e I and e 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 20,160 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 StatiotVForce 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: F'rA 06-21 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
436
DIP
8
607
SDR-35
➢ Section II & I 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)
7 Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. 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
I, 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)
7 This should reflect the total GPM for the pump station with the largest pump out of service.
4, Operational point(s) per pump(s): ,y 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 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen C] Other (please specify) _.T
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
i 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 sounte or pump, including travel timeframes, shall be provided
as part of this permit application itf the case of a multiple station po+per 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) & (p? ® Yes [:]No
15A NCAC 02T.0305(o contains minimum separations that shall be provided for sewers stems:
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-1 waters of Class 1 or
Class 11 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 (g), see Section X.I of this application
* 15A NCAC 02T.0305(s) 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 webpM
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? f J Yes XNo ❑ 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: Upper Falls ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
7 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 in 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.0I05(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, storrnwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" El Yes ®Na
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 interferenc0confliet 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 Patle 4 of 5

X. CERTIFICATIONS:
1. 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 Rcquest application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For nroiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
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2. Professional Engineer's Certification: CDepjo���4
I, Gene Mustin, PE attest that this application for Somerset Place A ar ents nrn
rp
(Professional Engineer's name from Application Item 1I1 I .i (Project Name from Applicati I I) eht$1
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has been reviewed by me and is accurate, complete and consistent with the i ation supp11)4 the plans,
specifications, engineering calculations, and all other supporting documentation to the �my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with a able regulations,
Minimum Design Criteria for Gravity Sewers latest version , and the Minimum Design Criteria for the Fa Permitting
Of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain po ns 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 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)
:............................I............................ _............. .........,,
North Carolina Professional Engineer's seal, signature, and i
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
1, Andrew M. Oakley, PE , attest that this application for Somerset Place Apartments
(Signature Authority Name from Application Itcm 13 ) (Project Name from Application Gem G 17
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1
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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, andlor criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this pen -nit 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which [nay
include a fine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
5 i`_natt.re. Date: Z
FORM. I: VA 06 1 Page 5 of 5

State of North Carolina
Department of Environmental Quality
t
Division of Water Resources
t]hrtston of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Roxboro
Project Name for which flow is being requested: Somerset Place
More Ilion one FTSE may he required for a single project if the owner of the HVTP is not revponsihle for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Roxboro WWTP
b. WWTP Facility Permit #: NCO021024
All flows are in MGD
c. WWTP facility's permitted flow 5.0
d. Estimated obligated flow not yet tributary to the WWTP 0.047 T70111101 o� it Tole
e. WWTP facility's actual avg. flow 2.03
f. Total flow for this specific request 0.002 170 6 0 330
g. Total actual and obligated flows to the facility 2.079
h. Percent of permitted flow used 41.55 Ilan( letuoWuoarnuZJjo
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)—(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station 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***
Southside 2.22 .889 0,603 .012 0.615 0.274
* 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): Roxboro Wastewater Treatment Facility
Downstream Permit Number: N00021024
Paee l of 6
FTSF 10-18

Ill. Certification Statement:
I Andrew M. Oakley 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.
LJA - a 1, 111zlz)
Signing C1. f cial Signature
e-
Title of Signing
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
4.3 % and .274 MGD of the Available Capacity (E) in Pump Station
Southside PS ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
unknown MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in _ ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
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Page 3 of 6
FTSE 10-18

ll Ti? 1y /a r.nginccrs
E'lannors
SurVCy0rs
Boruni, Wadc and A,,:ociatc�, N—A.
December 7, 2021
North Carolina Department of Environment Quality
Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Regarding: Somerset Place Apartments
Old Durham Road
Roxboro, NC
To Who It May Concern:
Please find attached fast track application for the gravity sewer line for the above referenced project.
Included in this package are the following:
1. One original and one copy of the Fast Track Application
2. One check for $480
3. One original and one copy of the Downstream Sewer Flow
Tracking/Acceptance Form
4. One original and one copy of the USGS Topographic map and street level map
5. Map with draft separation requirements where wetland separation is less than
50'.
The proposed sanitary sewer extension will serve 84 apartments for Somerset Place Apartments.
The project is located off Old Durham Road in Roxboro, North Carolina. The sewer extension will
tie into the existing Town of Roxboro's 8" sanitary sewer located in Old Durham Road and Somerset
Church Road. The extension will consist of 436 linear feet of 8" DIP sanitary sewer and 607 linear
feet of 8" SDR 35 sanitary sewer line. The proposed extension will be owned and maintained by the
City of Roxboro. The project does not the 50 separation requirement from wetlands, so we have
followed the draft separation requirements.
Please call if you have any questions.
Very Truly Yours,
Matt Williams, P.E.
Enclosures
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Phone Si6-275-0471 - Fax 336-27i 019
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