WQ0022241_Modification Application (FTSE)_20240209

NC Dept. of Environmental Quality State of North Carolina
Oct 24 2023 Department of Environmental Quality
DWR Raleigh Regional Office Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: Q002224 OD (to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Roxboro(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: Brooks Lockhart per 15A NCAC 02T.0106(b)
Title:Ci, Manager
4. Applicant's mailing address:PO Box 128
City: Roxboro State:NC Zip: 27573-
5. Applicant's contact information:
Phone number: [phone] Email Address:blockhart(a),cityofroxboro.com
II. PROJECT INFORMATION:
1. Project name:Western Sewer System—Gravity Sewer,Force Main and Southside Pump Station
2. Application/Project status: ❑Proposed(New Permit) ®Existing Permit/Project
If a modification,provide the existing permit number:WQ0022241 and issued date: February 2003,
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:Person
4. Approximate Coordinates(Decimal Degrees):Latitude: 36.34923' Longitude: -78.99170'
5. Parcel ID(if applicable): Map,and List of Properties attached separately(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffrey Sweater License Number: 056476
Firm:LaBella Associates
Mailing address:400 S.Tryon Street
City: Charlotte State:NC Zip: 28285-
Phone number: [phone] Email Address:jsweaterglabellapc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Roxboro WWTP Permit Number:NCO021024
Owner Name: City of Roxboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):NC 0021024(Connection to Existing WWTP)
2. Downstream(Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00048
Owner Name(s): City of Roxboro
FORM:FTA 06-21 Page 1 of 5

NC Dept. of Environmental Quality
Feb 6
VI. GENERAL REQUIREMENTS
Raleigh Regional
Office
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
[:]Yes [:]No ®N/A
2. If 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.0115(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: N/A%Domestic N/A%Commercial N/A%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
N/A(see Supplemental FTA Narrative) gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 GPD
a See 15A NCAC 02T .0114(b)(d), (e (1) 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 Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.0114(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: 0 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
24 2,868 PVC&DIP
18 17,375 PVC&DIP
➢ 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(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Southside Pump Station
2. Approximate Coordinates(Decimal Degrees):Latitude: 36.34923' Longitude: -78.99170'
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 2.016 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): 1400 gallons per minute(GPM)at 218 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
16 23,118 PVC/DIP
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.l.b. ❑ 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 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
15A NCAC 02T.0305 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
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(g), see Section X.1 of this application
*I 5A 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 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 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:Neuse ❑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 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.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.).
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 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and force Mains(latest version),and the Graves Sewer Minimum Design Criteria latest version as applicable?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the VariancelAlternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. APProval of the request will be issued
concurrently with the aPProval of the Permit, and Projects reauirine a variance approval may be subject to longer
review times.For Projects reguirine two or more variances or where the variance is determined by the Division to be a
sienificant Portion of the Project,the full technical review is required.
2. Professional Engineer's Certification:
Western Sewer System—Gravity Sewer,
1, Jeffrey W. Sweater ,attest that this application for Force Main,and Southside Pump Station_
(Professional Engineer's name from Application Item III I ) (Project Name from Application Item 11 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. f further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minitnurn Design Criteria for Gravity Sewers(latrst 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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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)
North Carolina Professional Engineer's seal,signature,and date: CAROB
SEAL i
056476
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3. Applicant's Certification per 15A NCAC 02T.0106(b): iIN
Western Sewer System—Gravity Sewer
1, Allen Brooks Lockhart ,attest that this application for Force Main,and Southside Pump Station
(Signature Authority Name from Application Item 13) (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 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 143-215.6B, 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: [rate: .z
FORM: FTA 06-21 Page 5 of 5

Ytidllty
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NC 02T.0300—SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Reg1Un�! Ice SSEA 04-16&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
I. APPLICANT INFORMATION:
1. Applicant's name:City of Roxboro
2. Applicant type: ❑ Individual ❑Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State ® Municipal ❑County
3. Signature authority's name: Brooks Lockhart per 15A NCAC 02T 0106(b}
Title: City Manger
4. Applicant's mailing address: PO Box 128
City: Roxboro State: NC Zip: 27573-
5. Applicant's contact information:
Phone number:Q 36)322-6010 Email Address:blockhart_.cityofroxboro.com
II. PROJECT INFORMATION:
I. Project name: Western Sewer System-Gravity Sewer, Force Main and Southside Pump Station
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project
3. If a modification,provide the existing permit number: WQ0022241 and issued date: February 2003
4. If new construction but part of a master plan,provide the existing permit number: WQ00
5. County where project is located: Person
6. Approximate Coordinates(Decimal Degrees): Latitude:36.34923 -Longitude:-78.99170c
III. CONSULTANT INFORMATION:
I. Professional Engineer: Brian R. Houston License Number: 30226
Firm: LaBella Associates
Mailing address:400 S.Tryon Street
City: Charlotte State:NC Zip: 28285-
Phone number: (7k4)941-2110 Email Address: bhouston@labellai)c.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Roxboro WWTP Permit Number:NCO021024
Owner Name:City of Roxboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):NC 0021024(Connection to Existing WWTP}
System Wide Collection System Permit Number(s): WQCS00048
Owner Name(s): City of Roxboro
FORM: SSEA 04-16 Page I of 6

VI. GENERAL REQUIREMENTS
I. if the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's C)perational_Agreement_(FORM: DEV)been submitted?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM: HOA)been submitted?
❑Yes [—]No ®N/A
4. Origin of wastewater:(check all that apply):
® Residential Owned ❑ Retail(stores,centers,malls) ❑Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental i veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filtcr Backwash
® Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Is/was an Environmental Assessment required under I SA NCAC 01 C? ® Yes ❑No
If yes,submit the appropriate final environmental document (FONSI, ROD,etc.)
6. Nature of wastewater: 80%Domestic/Commercial %Other waste--specify:
20%Industrial(See 15A NCAC 02T.0103C29))
7. Wastewater generated by project:4 500 000_total(2,160,000 additional)GPD(per 15A NCAC 02T.01 14)
Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? [:]Yes ®No
If yes,provide a copy of flow reduction approval letter
8. Summarize wastewater generated by project:
Establishment Type Daily Design Flow"b No.of Units Flow
gall GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total GPD
a See I SA NCAC 02T .0114(b), (d),(e)(1) and(ex2) 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 .0114(c), design flow rates for establishments not identified below shall be determined using
available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
FORM: SSEA 04-16 Page 2 of 6

VI1. GRAVITY SEWER DESIGN CRITERIA- 15A NCAC 02T.0305:
1. Summarize Gravity Sewer to be permitted:
Size(inches) Length(feet) Material
24 2,868 PVC&DIP
18 17,375 PVC&DIP
V111. PUMP STATION DESIGN CRITERIA—02T.0305& MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Southside Pump Station
2. Approximate Coordinates(Decimal Degrees): Latitude: 36.34923' Longitude:-78.99170'
3. What is the nearest 100-year flood elevation to the facility?604.1 feet mean sea level. Source: FEMA
Is any of the proposed project located within the 100-year flood plain? ®Yes ❑No
4, If Yes,are the following items provided per 15A NCAC 02T .0305(e):
Water-tight seals on all station hatches and manholes;and
Control panels vents extend two feet above the 100-year flood plain elevation?
❑ Yes ®No ❑N/A
If No,what measures are being taken to protect them against flooding? Manhole rims are at least 2 feet above the 100- ear
flood elevation and pump station hatches and controls are all located outside of the 100-year flood plain
5. Finish grade elevation of the pump station: 607.50'(Ton of Pump Station Lid 608.50')
6. Design flow of the pump station: 2.016 millions gallons per day(firm capacity)
7. Operational point(s)of the pump(s): 1400 gallons per minute at 218 feet total dynamic head(TDH)
8. Number of pumps provided:2
9. Number of pump cycles at average daily flow: Pump are VFD-driven so flow matching(continuous-no cycles,except at
flows below minimum 5.ingle-pump rate). Pump station has been sized using MDC for Pump Stations and has been sized in
order to prevent sewage_from going septic cycles per hour
10. Power reliability in accordance with 15A NCAC 02T.0305th)(1):
® Standby power source or pump with 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
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)(1)(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 is 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 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.
FORM: SSEA 04-16 Page 3 of

VIII. PUMP STATION DESIGN CRITERIA(continued)
11. Summarize the pump station design elements:
Design Element Plan Sheet Specification
Reference Reference
Power Reliability Source and Associated Elements E2, E3 260000
Screened Wet Well Vent D110 -
Check Valves,Gate Valves,etc. D111 400554
Control Panel E2,E3,E4 260000
Restricted Access Elements(Fence,Wet Well Lock,etc) U312
Audible and Visual Alarms E4
Telemetry/SCADA E4
Level Controls DI 10, E4
Weatherproof Sign with Required Information
Air Relief Valves See Drawings
12. Summarize the force main to be permitted:
Size(inches) Length(feet) Material High Discharge Pump-Off
Elevation feet Elevation feet Elevation(feet)
16 23,118 PVC&DIP 790 741 598.1
13. Air release valve station locations per l 5A NCAC 02T.0305(i):
Air Release Valve# Station Plan Sheet Reference
1 35+15 U204
2 74+65 U208
3 153+37 U215
4 195+85 U219
5 228+40 U222
FORM: SSEA 04-16 Page 4 of 6

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(1)& ® Yes ❑No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be-Provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below vertical 24 inches
Water mains vertical-water over sewer 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 II impounded reservoirs used as a source of drinking water 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 see item IX.2 50 feet
**Any other stream, lake, impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage s stems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade vertical 36 inches
➢ 15A NCAC 02T.0305(&)contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f)or W, see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ® Yes ❑No ❑N/A
➢ 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 15A NCAC 02B .0200? ® Yes ❑No ❑N'A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.02Q2
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(cX )(additional permits/certifications)? ® Yes [:)No
Per 15A NCAC 02T.0105(c)(6), 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
➢ 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 permitee's individual System-Wide Collection permit.
FORM: SSEA 04-16 Page 5 of 6

IX. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria For the Pennittine of Pump Stations
and Force Mains(latest version),and the Gra vity Sewer Minimum Design Criteria latest version as applicable?
® Yes ❑No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I, Jeffrey W. Sweater attest that this application for
(Professional Engineer's name from Application Item III.1.)
Western Sewer System - Gravity Sewer Force Main and Southside Pump Station
(Facility name from Application Item II.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 this application package and its instructions, as
well as all applicable regulations and statutes. 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 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.
CAR
North Carolina Professional Engineer's seal,signature,and date: .,goes*,.D4,��i,
sees S S losses
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3. Applicant's Certification per 15A NCAC 02'r.0106 b :
1, T{.A anyckl 4pe_&A.4— . N attest that this application for
(Signature Authori s name& title from Application Item 1.3.)
(Facility name from Application Item 1I.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 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 I43-215.6A and 143-215.6a, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to S25,000 per violation.
L. lJg
Signature: Date: 23
FORIM: SSEA 04-16 Page 6 of 6

NC Dept. of Environmental Quality
Feb 9 2024
Raleigh Regional Office
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: City of Roxboro
Project Name for which flow is being requested: Western Sewer System
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Roxboro WWTP
b. WWTP Facility Permit#: NC 0021024
All flows are in MGD
c. WWTP facility's permitted flow 5 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.049 M_GDc,____
e. WWTP facility's actual avg. flow 2.03 MGD
f. Total flow for this specific request 0 MGD
g. Total actual and obligated flows to the facility 2.079 MGD
h. Percent of permitted flow used 41.55%
I1. 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 Avg. Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Daily Flow, Daily Flow, Obligated Available
Number) No, MGD MGD MGD MGD Flow Capacity***
Southside WQ0022241 1.517MGD 0.607MGD 0.300MGD 0.012MGD 0.312MGD 0.295MGD
Footnote 1: Based on pump run times that were monitored every 10 seconds from 112612021 to 2/2/2021 to determine pumping
rates when the Duncan PS is operating. Note, the Southside PS does not have any flow or pump runtime meters installed,as
discussed within the Basis of Design Technical Memo. The pump capacities at the Southside PS are impacted bythe Duncan Rd
PS due to the stations currently sharing an undersized combined force main. Thus, even if run time meters were installed,
estimating flow at this station over an annual period would be very difficult and inaccurate.
*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 Roxboro Collection System
Downstream Permit Number: WQCS00048
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Allen Brooks Lockhart 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.
2/9/2023
Signing QoTcial Signature Date
City Manager,City of Roxboro
Title of Signing Official
Page 2 of 8
FTSE 10-23

Emergency Lift Station Contingency Plans
City of Roxboro, North Carolina
Lift Stations Master List
Station # Address Status Comments
1 49 362 Burlington Rd Complete
2 Brooks 1259 Hurdle Mills Rd Complete
3 Arrowood 405 North Park Dr Complete
4 Duncan 1324 Billy Hicks Rd Complete
5 Southside 357 Patterson Dr Complete
6 Crown Crafts Complete Needs Address
7 GKN Complete Needs Address
8 Cedar Ride 333 Laura Lane Complete
9 Williams Rd 787 Doctors Court Complete
10 Helena 400 Personage Rd Complete
11 Stories Creek 1133 Stories Creek Rd Complete

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Project & Existing Permit Narrative - SEAL -
Fast Track Sewer Extension Application = i NCDEQ— Division of Water Resources %056476
NE�
Reference: Western Sewer System
City of Roxboro, Person County 12/15/2023
LaBella Commission Number: 2201369
Last Revised: 12/15/2023
Project Summary
The proposed project is located in western Roxboro, Person County, North Carolina. The
project consists of construction of approximately 23,118 LF of 16-inch diameter force
main, 17,375 LF of 18-inch & 2,868 LF of 24-inch gravity sanitary sewer, and replacement
of the Southside Pump Station. The 16-inch diameter force main will transition to an 18-
inch gravity sanitary sewer line at a manhole near Semore Road. The overall project area
is 31.4 acres, which includes all permanent and temporary construction easements, and
construction staging areas for the project. The new sanitary sewer force main and gravity
line will be constructed either within new easements or within the road-right-of-way.
Easements have been obtained where necessary along the entire project.
Included with the submittal are 70 drawing sheets of plan and profile views for the sewer
lines and Southside Pump Station replacement.
Need for Project
The city of Roxboro is growth-limited due to existing sewer limitations, the current Sewer
Outfall is undersized for the existing conditions. The Sewer Outfall becomes surcharged
during wet weather conditions, leading to sanitary sewer overflows. These issues need to
be addressed either by increasing the capacity of the sanitary sewer line or reducing
flows. This project is necessary to upgrade the outdated and undersized equipment. See
attached Technical Memo for additional details.
Existing Permits
Permit No. WQ0022241, dated February 3, 2003 was issued to the City of Roxboro for the
construction and operation of Southside Pump Station and Wastewater Collection System
Extension. This permit is effective from date of issuance until rescinded and granted the
City of Roxboro permission to construct and operate a 950gpm pump station with duplex
pumps, on-site audible and visual high water alarms, manual transfer switch, portable
generator quick-connect receptacle and telemetry system to serve as part of the
Southside Pump Station project.

Existing Permits (con't)
Permit No. WQCS00048, dated June 15, 2015, has been issued to the City of Roxboro for
the construction and operation of the referenced wastewater collection system described
above. This permit is effective from November 1, 2015, until October 31, 2023.
Copies of the two above permits have been included in this application.
Compliance with Minimum Design Criteria / 15A NCAC 2T Regulations
The proposed City of Roxboro Western Sewer System has been designed in compliance
with the NCDENR Minimum Design Criteria for the permitting of Gravity Sewers (MDCGS),
and Pump Stations and Force Mains (MDCPS-FM 03/08).
The design of the proposed 24-inch diameter gravity sewer aerial crossing over Marlowe
Creek is shown on Sheet U101 and construction details 8 and 9 on Sheet U406 (see
attached), was the NC DEQ's area of most concern for this project being able to meet the
MDCGS. The following is a review of the MDCGS Section V.F for aerial crossings, shown
in green text, and a summary of how this project complies with it:
F. Aerial Crossings
1. Proper joint technology, such as flanged or restrained, adequate supports to prevent
excessive flex on, or a combination of both shall be provided for all aerial pipe
crossings. Supports shall be designed to prevent frost heave, overturning, and
settlement.
Proposed Project Compliance Measure: The structural design of the aerial
crossing has been thoroughly analyzed and resulted in the development of the
plan and profile design on sheet U101 and construction details 8 and 9 on U406.
The footer for the proposed reinforced concrete piers extends well below the
maximum recorded frost levels for the area and has a 30 SF minimum footprint
footer supporting each pier. Additionally, long-span ductile iron pipe with a
maximum thickness class of CL 56 is specified to ensure the protection of joints
and pipe walls from debris that could be transported within the creek during
flood events.
2. Precautions against freezing, such as insulation and increased slope, shall be provided.
Expansion jointing shall be provided between above ground and below ground sewers.
Where buried sewers change to aerial sewers, special construction techniques shall be
used to minimize heaving.

Proposed Protect Compliance Measure: The current slope is the minimum
recommended flow to achieve a 2 ft/s scour velocity is 0.081%. The proposed
aerial crossing was increased to 0.100% slope to provide a minimum velocity of
2.5 ft/s, which is 25% faster than the minimum slope requirements, to reduce
the crossing's freeze potential. Bends or fittings that could slow the flow of
water in certain areas of the exposed pipe were also eliminated to reduce
freezing potential along the wall of the sewer main. The section of gravity
sewer is proposed to have a 1,400 gpm pump station feeding it and is close to
its discharge point at the WWTP. Thus, this section of the sewer main is
expected to consistently experience heavy wastewater flows, which will
prevent freezing from being able to occur due to only being exposed to the
aerial crossing/open air for 10.6 seconds at design flows.
3. For aerial stream crossings, the impact of flood waters and debris shall be considered.
The bottom of the pipe should be placed no lower than the elevation of the 25 year
flood. Ductile iron pipe with mechanical joints shall be required. In the event that the
25 year flood elevation can not be determined or the proposed gravity sewer must be
placed below the 25 year flood elevation, a letter shall be provided by the applicant
upon certification stating: "Regular and proper inspection and maintenance of the aerial
crossing shall be provided to insure that the creek/stream flow is not impeded and that
no damage will be caused to upstream or adjacent properties."
Proposed Project Compliance Measure: As discussed above, Long Span, CL-56
thickness rated, Ductile Iron pipe was forthe aerial crossing to further eliminate
the potential of an unauthorized release in the system. Which happens to be
the strongest Ductile Iron Pipe commercially available for utility construction,
as are the specified mechanical joint types for this crossing.
The proposed aerial crossing could not be raised above the 25-year flood
elevation without requiring the construction of a second/intermediary pump
station or gravity siphon, which both have a greater risk of failure and impacting
the environment and local waterways than the 26.5 ft of exposed aerial pipe
crossing. Thus, the Applicant (City) proposes the following to meet MDCGS
V.F.3 and allow the FTA permitting process to be utilized for this project:
• Upon the engineer's certification of completion at the end of the project
before DEQ authorizes the new sewer system for operation, the
Applicant/Owner/City will provide a letter on their letterhead stating:
"Regular and proper inspection and maintenance of the aerial crossing shall
be provided to insure that the creek/stream flow is not impeded and that
no damage will be caused to upstream or adjacent properties."

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NO I DATE I DESCRIPTION:
REVISIONS
PROJECT NUMBER:
480 480 2201369
II
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10'MAX.C-C IO'MAX.C-C 10'MAX.C-C GATE
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POST CAP _3y'MIN.._._._. 7'MIN,_,_,_ _,_,_,_,_, ,_,_ _
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SEE DETAIL 9/U406 SEE DETAIL 9/U406
DEPTH TO BE DETERMINED
IN FIELD BY ENGINEER BASED
ON SOIL CONDITIONS
NOTES o WESTERN
1 ALL RIGID PIPE CROSSINGS AT CREEKS SHALL USE LONG SPAN DUCTILE IRON BARBS GALV O SEWER SYSTEM -
CL-56MINIMUM THICKNESS CLASS PIPE WITH MECHANICALLY RESTRAINED JOINTS. z a PIPE z ,'�
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OF PIPE PAST THE REINFORCED CONCRETE PIERS. E a RINGS @ 24'O.C. E O
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NO: DATE: DESCRIPTION:
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STEPS@ 90°OFF ZPROJECT NUMBER INLET ON SIDE OF ¢ O 2201369
TOP OF COVER LARGESTA GLE > U
2'MIN.(95%STD.PROCTOR) c/�� 3 "' DRAWN BY:
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III III �� �W,�INIMUM
FLANGE @ 90° BRH
MAY USE NATIVE SOILS OF ISSUED FOR:
ASTM 2321 CLASS S) � PERMITTING
_ (OR CLASS IA OR IS)ABOVE THE
SPRINGLINE.
IIIII IIIII III BOTTOM OF COVERCAREFULLY COMPACTED BACKFILL N _ CAREFULLY COMPACTED BACKFILL CAST-IN-PLACE GATE:
95%STANDARD PROCTOR DENSITY 95%STANDARDPROCTOR DENSITY (3)#4 BACONCRETE INVERT 08/04/2023
III- (TAMPED IN 6"LAYERS) AY*CLASS III NOT ALLOWED IN DEPTHS OF COVER 120' AVERAGE WEIGHT CAST-IN-PLACE WATERTIGHT 4"THICK MIN.COMPACTED DRAWING NAME:
FLEXIBLE PIPE SEALS OR SLEEVES CRUSHED STOME LEVELING
-11 o III RING 1901b5. COURSE
_ COVER 1201bs.
`= )III � IIIII V V HAUNCHING#57 WASHED STONE TYPICAL ALL PIPE OPENINGS
J ✓ L v v V IIIII COMPACTED GRANULAR MATERIAL SPRINGLINE - v L GRANULAR MATERIAL 95%STANDARD SECTION ON GRAVITY SEWER
I/2 D l L - PROCTOR DENSITY 3�4.. 23 4" 310 lbs.
> �. ./ 1/4 D(4"MIN.) 1..2 2 3/8
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�IT-iTi= =iTl-iTi=i �_� =i iIT =1TI=iTI=iTI=iTI=i =1 1=, i= GENERAL NOTES: AND SITE DETAILS
s I 3 1. ALL MORTAR JOINTS TO BEY2"+/-Y8".
'€d CLASS B /� n C C• O y8" 3z A' Q 2. ALL CONCRETE TO BE 3,600 P.S.I.
8 E COMPACTED GRANULAR BEDDING NOTE: li A J J U 3. FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BASE.
�y LOAD FACTOR 1.9 INSTALL ALL PVC GRAVITY COMPACTED GRANULAR BEDDING 4. PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C478
SEWER BEDDING PER DETAIL 2 4"
m� LOAD FACTOR 1.9 43�8„ � 5. MANHOLES OVER 3'-6"IN DEPTH SHALL BE PROVIDED WITH STEPS 12-INCH ON CENTERS.
c o 241/9" 6. HOLES REQUIRED FOR L.P.S.OR FORCE MAIN CONNECTIONS SHALL BE PRECAST AT TIME OF DRAWING NUMBER:
MANUFACTURE OR CORE DRILLED.CONNECTION SHALL BE SEALED WITH A SYNTHETIC RUBBER
33v4" INTERLOCKING MODULAR MECHANICAL SEAL.
Standard Bedding Details For Sanitary Standard Bedding Detail For PVC 7. ALL PRECAST MANHOLES IN NCDOT ROW SHALL BE NCDOT APPROVED. 4 0
E r '� Sewer & Storm Drain Pipes 6 Sanitary Sewer Pipe 3 C.I.M.H. Frame & Cover 1 Precast Manhole

Project & Existing Permit Narrative
Fast Track Sewer Extension Application
NCDEQ— Division of Water Resources
Reference: Western Sewer System
City of Roxboro, Person County
LaBella Commission Number: 2201369
Proiect Summary
The proposed project is located in western Roxboro, Person County, North Carolina. The
project consists of construction of approximately 23,118 LF of 16-inch diameter force
main, 17,375 LF of 18-inch & 2,868 LF of 24-inch gravity sanitary sewer, and replacement
of the Southside Pump Station. The 16-inch diameter force main will transition to an 18-
inch gravity sanitary sewer line at a manhole near Semore Road. The overall project area
is 31.4 acres, which includes all permanent and temporary construction easements, and
construction staging areas for the project. The new sanitary sewer force main and gravity
line will be constructed either within new easements or within the road-right-of-way.
Easements have been obtained where necessary along the entire project.
Included with the submittal are 70 drawing sheets of plan and profile views for the sewer
lines and Southside Pump Station replacement.
Need for Project
The city of Roxboro is growth-limited due to existing sewer limitations, the current Sewer
Outfall is undersized for the existing conditions. The Sewer Outfall becomes surcharged
during wet weather conditions, leading to sanitary sewer overflows. These issues need to
be addressed either by increasing the capacity of the sanitary sewer line or reducing
flows. This project is necessary to upgrade the outdated and undersized equipment. See
attached Technical Memo for additional details.
Existing_Permits
Permit No. WQ0022241, dated February 3, 2003 was issued to the City of Roxboro for the
construction and operation of Southside Pump Station and Wastewater Collection System
Extension. This permit is effective from date of issuance until rescinded and granted the
City of Roxboro permission to construct and operate a 950gpm pump station with duplex
pumps, on-site audible and visual high water alarms, manual transfer switch, portable
generator quick-connect receptacle and telemetry system to serve as part of the
Southside Pump Station project.

Existing Permits (con't)
Permit No. WQC500048, dated June 15, 2015, has been issued to the City of Roxboro for
the construction and operation of the referenced wastewater collection system described
above. This permit is effective from November 1, 2015 until October 31, 2023.
Copies of the two above permits have been included in this application.
0

LaBeRa
Powered by partnership.
NC Dept of Environmental Quality
September 27, 2023
North Carolina Department of Environmental Quality SEP 2 9 2023
Division of Water Resources
Water Quality Regional Operations Section
Ms. Elaine Wild Raleigh Regional office
3800 Barrett Drive,
Raleigh, NC 276og
(919)-791-4200
Reference: Western Sewer System
City of Roxboro, North Carolina
LaBella Commission Number: 2201369
Subject: Western Sewer System - Gravity Sewer, Force Main, and Southside Pump
Station Extension Application
Please find attached the following requested information for the above-referenced project
to comply with NCDEQ Fast Track Application submission requirements:
1. Fast Track Application Instructions/Checklist(3 pages)
2. Fast Track Application (5 pages) - Draft(not executed by the Owner)
3. USGS Site Map(1 page)
4. Project & Existing Permit Narrative(2 pages)
5. Existing Permits (17 pages)
6. Impacted Properties Map and List(3 pages)
The following item(s)will be submitted under a separate cover letter directly from the Owner
to NCDEQ
1. Fast Track Application (5 pages) - Fully Executed Original
LaBella previously submitted a Standard Sewer Extension Application package that included
the following Documents, which NCDEQ should still be in possession of:
A. Fee Assessment (Check for $480.00)
B. Technical Memorandum (so pages)
C. Sewer System Extension Application Instructions/Checklist (4 pages)
D. Sewer System Extension Application (6 pages)
E. Flow Tracking for Sewer Extension Applications(6 pages)
F. Technical Specifications (493 pages)
G. Full-size project plans (70 sheets)
400 S Tryon Street, Suite 1300 I Charlotte.NC 28285 p 704-376-6423 1 f 704-332-6177
vwvw.labellapc c ,i i i

The proposed project is located in Western Roxboro, Person County, North Carolina. The O
proposed project consists of approximately 3.8 miles of 18' and 24" gravity sewer,
approximately 4.3 miles of 16" sewer force main and modifications to the Southside pump
station. The Southside pump station is proposed to have a capacity of 1,400 gallons per
minute(gpm).
The project contains one aerial crossing that cannot be set above the 25-year flood elevation
and will require permanent disturbance of wetlands to install the new gravity sewer system.
LaBella has submitted a Jurisdiction Determination and Chapter 401/404 permit submission
package for review and approval by NC DEQ to meet the minimum design criteria
requirements. NCDEQ assigned the permit submission package an action ID of SAW-2023-
o18o6 and forwarded it to Rachel Capito at DEQ for further processing on 9/8/2023.
Thank you for your time and please do not hesitate to call me with any questions or
comments regarding the attached or the project in general (Direct: 941-374-393o, Email:
isweatenajabella ce com) We look forward to your comments and subsequent approval.
Respectfully submitted,
LaBetLa Associates
Jeffrey W. Sweater, PE
Senior Project Manager
Y\2201369 City of Roxboro Western Sewer System\CFile\Ph2-5\oio-Rev-Approvals\NCDEQ-ESC
O
2

OF IArFR Michael F. Easley,Governor
v0� QG William G_ Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O < Alan W. Klimek, P.E.,Director
Division of Water Quality
February 3, 2003
James Freeman, City Manager
City of Roxboro
Post Office Box 128
Roxboro, NC 27573
Subject: Permit No. W00022241
City of Roxboro
Southside Pump Station
Wastewater Collection System Extension
Person County
Dear Mr. Freeman:
In accordance with your application received January 16, 2003, we are forwarding herewith
Permit No. WQ0022241, dated February 3, 2003, to the City of Roxboro for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H. .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina-licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Roxboro for the construction and operation of a 950—gallon per minute pump
station with duplex pumps, on-site audible and visual high water alarms, manual transfer switch,
portable generator quick-connect receptacle and telemetry system to serve as part of the Southside
Pump Station project (pump replacement), with no additional discharge of collected domestic
wastewater into the City of Roxboro's existing sewerage system, pursuant to the application received
January 16, 2003 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum
Non-Discharge Permitting Unit Internet httpWh2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh,NC 27699-1617 Telephone [phone]B3 Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper

Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit. ,
The sewage and wastewater collected by this system shall be treated in the City of Roxboro
Wastewater Treatment Facility (Permit No. NC0021024) prior to being discharged into the receiving
stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Kristin E. Miguez at
[phone] extension 524.
Sincerely,
for Alan . Klim k, P.E.
cc: Person County Health Department
Raleigh Regional Office, Water Quality Section (WWTF Permit No. NC0021024)
Pease Associates
Central Files
14PDU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of.at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 28 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and Rrior tooperation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Station and Force Main adopted June 1,2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C. -
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919)
571-4700, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
2

b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the third day of February, 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. KliCne .E., Director
Division of Water puality
By Authority of the Environmental Management Commission
Permit Number W00022241
3

Permit No. W00022241
February 3, 2003
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time)the construction of the
project, , .for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings"of the wastewater collection system extension as well as
supporting design calculations for any pump stations permitted as part of this project. This project shall
not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Any wastewater flow made tributary to
the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
0
4

CCDETIR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 15,2015
Mr. Thomas S. Warren,Jr.,Assistant Town Manager
City of Roxboro
PO Box 128
Roxboro, NC 27573
Subject: Permit No. WQCS00048
City of Roxboro
City of Roxboro Collection System
Person County
Dear Mr.Warren:
In accordance with your application received May 4, 2015, we are forwarding herewith Permit No.
WQCS00048,dated June 15, 2D15,to the City of Roxboro for the operation and maintenance of the subject
wastewater collection system.
This permit shall be effective from November 1, 2015 until October 31, 2023 and shall be subject to the
conditions and limitations specified herein. It is your responsibility to thoroughly review this permit. Please
pay particular attention to the monitoring and reporting requirements in this permit and any special
conditions.
Changes have been made to the boiler plate language of the permit. Most of the changes are for
clarification purposes, however Condition 1(3) has been removed. The Department of Environment and
Natural Resources (DENR) believes that condition was included erroneously in previous permits. It was
included based on proposed rulemaking by EPA which was never promulgated and in the continued
absence of Federal regulations, DENR lacks authority to include such language in a permit. DENR will
continue to exercise enforcement discretion when evaluating sanitary sewer overflows that may be
considered to be beyond the reasonable control of the Permittee. A highlighted copy of the permit
identifying the changes made is available at: http://portal.ncdenr.org/web/wci/swp/ps/cs/apps
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low
pressure sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and
appurtenances that help to collect, manage and transport wastewater to a wastewater treatment plant
under the Permittee's ownership or maintained and operated by the Permittee through a perpetual legal
agreement. Satellite systems are systems tributary to the Permittee's collection system but those
collection systems are not owned or maintained by the Permittee. The system description provided on Page
1 of this permit is meant to provide a general idea about the size of the system and may not be all inclusive
of the collection system at the time of permit issuance or afterward.
1617 Ma'Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone] Internet:www.ncwaterquality.org
An Eq ia]opportunity IAffirmative Action Employer—Made in part by recycled paper

City of Roxboro Collection System
June 15,2015
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater treatment facilities is referred to herein as a Sanitary Sewer Overflow (SSO). The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee, Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or appropriate
enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the
required verbal report and written report to the appropriate regional office are referenced in Condition
IV(2). Form CS-SSO can be downloaded from the SSO Reporting area at:
http://porta 1,ncdenr.orp/web/wq/swp/ps/cs/sso
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition
of waste to the system may be issued if adequate justification for an SSO is NOT submitted to the regional
office. In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with
additional documentation as necessary. DWR staff will review the justification claim and determine if
enforcement action is appropriate. Please be advised that the information needed to justify a spill is very
comprehensive.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,NC
27699-6714. Unless such demands are made,this permit shall be final and binding.
If you have questions regarding compliance,contact the appropriate regional office. If you need additional
information concerning this permit, please contact Steve Lewis at(919)807-6308.
Sincerely,
-L- ./.
forS.Jay Zimmerman, Director
Division of Water Resources, NCDENR
by Deborah Gore, Supervisor
Pretreatment, Emergency Response,Collection System Unit(PERCS)
enclosure: Permit No.WQCS00048
cc: Raleigh Regional Office,Water Quality Regional Operations
Water Resources Central Files—WQCS00048
Steve Reid,NC Operators Certification Program (electronic)
PERCS Files(electronic)
a

A�h
CCDEENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
SYSTEM-WIDE COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended,and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Roxboro
WQCS00048
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit
issuance, approximately 81 miles of gravity sewer, approximately 5.4 miles of force main, 11 duplex pump
stations, and all associated piping, valves, and appurtenances required to make a complete and
operational wastewater collection system to serve the City of Roxboro and any deemed permitted
satellite communities pursuant to the application received May 4, 2015, and in conformity with the
documents referenced therein and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from November 1, 2015 until October 31, 2023, and shall be subject to the
following specified conditions and limitations:
Page 3 of 9

I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the City of Roxboro
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database.
[15A NCAC 02T.0108 (b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate actions as per the Response Action Plan (Condition 11(9)), as well as any actions that may
be required by the Division of Water Resources (Division), such as the construction of additional or
replacement sewer lines and/or equipment. [15A NCAC 02T.0108(b)]
3. The Permittee shall establish by ordinance, inter-local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as
required by Condition 1(4). [G.S. 143-215,913; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats,oils and grease.
[15A NCAC 02T.0108 (b)]
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure.The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing
facilities, known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is
integral to the CIP. [G.S. 143-215.96]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T.0108(b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the
pump shall be initiated immediately and the new parts or pump shall be installed as soon as possible.
The permittee shall provide justification for delay in initiating the process for repair or replacement at
the Division's request. If the pump in a simplex pump station serving more than a single building or
pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the
largest pump out of service fails, it shall be replaced immediately. [15A NCAC 02T.0305(h)(1)]
0
Page 4 of 9

8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an
emergency is apparent. [15A NCAC 02T,0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
115A NCAC 02T.0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump
stations from a central location to check operational status of the communication system) shall have
both audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear
and conspicuous location. Permits issued for the construction of pump stations that included high
water alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of
an alarm condition initiated by the pump station control feature) is installed.
[15A NCAC 02T.0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion-resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [15A NCAC 02T.0108(b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator
to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back-
Up ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
[15A NCAC 08G .0200 et.seq.]
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T.0108(b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T.0108(b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms,telemetry system and auxiliary equipment.
[15A NCAC 02T ,0108 (b)]
Page 5 of 9

S. For each pump station without pump reliability(i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate
with the largest pump out of service), at least one fully operational spare pump capable of pumping
peak flow shall be maintained on hand. [15A NCAC 02T .0305(h)(1) (A)]
6, The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first
knowledge of the simplex pump failure or within the storage capacity provided in a sewer line
extension permit. [15A NCAC 02T.0108(b)]
7. Rights-of-way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land-use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T.0108(b)]
8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. (15A NCAC 02T.0108 (b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s)of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
(15A NCAC 02T.0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on-site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The
Permittee shall document in its 5-day report why it was unable to initially respond to any SSO location
within two hours. [15A NCAC 02T.0108(b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall
restore the system operation, remove visible solids and paper, restore any ground area and restore
the surroundings. [15A NCAC 02T.0108 (b)]
M. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), 11(2)-II(4), II(7)-II(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T.0108(b)] O
Page 6 of 9

2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
C. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
[15A NCAC 02T.0108(b)]
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater
collection system that also notes the locations where other wastewater collection systems become
tributary. If a comprehensive map of the collection system has not been established, a rough sketch
shall be drawn. The Permittee shall map approximately 10 percent of its existing collection system
each year for the next ten years beginning at the original permit issuance date, or until complete,
whichever is sooner. The comprehensive map shall include, but is not limited to: pipe size, pipe
material, pipe location, flow direction, approximate pipe age, and each pump station identification,
location and capacity. [15A NCAC 02T.0108(b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection
system permitted herein. The Permittee shall maintain a copy of the construction record drawings
and specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T.0108 (b))
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be
implemented. [15A NCAC 02T.0108 (c)]
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Raleigh
Regional Office,at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee
through a perpetual legal agreement:
a. Any SSO and/or spillover 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume,that reaches surface water.
Voice mail messages or faxed information shall not'be considered as the initial verbal report. SSOs
(and other types of spills) occurring outside normal business hours may also be reported to the
Division of Emergency Management at telephone number(800) 858-0368 or(919)733-3300.
Page 7 of 9

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form
CS-SSO (or the most current Division approved form), within five business days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. [G.S. 143-215.1C(a1)]
3, The Permittee shall meet the annual reporting and notification requirements provided in North
Carolina General Statute§143-215.1C.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance
conditions. The Permittee shall keep an inspection log or summary including,at a minimum,the date
and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. [15A NCAC 02T.0108 (b)]
2. Pump Stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations
that are connected to telemetry shall be inspected al least once per week. [15A NCAC 02T.0108(b)]
3. A general observation by the permittee or its representative of the entire wastewater collection
system shall be conducted at least once per year. [15A NCAC 02T.0108(b)]
4. Inspections of all high priority lines (i.e. aerial line, sub-waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high-priority in a permit)shall be performed at
least once per every six-month period of time. A list of high-priority lines is presented as Attachment
A and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T.0108(b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit
modification request shall be submitted to the Division. The request shall be accompanied by
documentation from the parties involved, and other supporting materials as may be appropriate.
Such request will be considered on its merits and may or may not be approved. [15A NCAC 02T.0104;
G.S. 143-215.1(d)(3)]
2, Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute §143-
215.6A through§143-215.6C,and a sewer moratorium may be established. [15A NCAC 02T.0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies(i.e., local,state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit, O
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 8 of 9

5. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
[15A NCAC 02T.0110(4)]
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC
02T.0109)
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. [15A NCAC 02T.0106 (c)]
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system
at any reasonable time for the purpose of determining compliance with this permit, may inspect or
copy any records that must be maintained under the terms and conditions of this permit, and may
obtain samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T.0110(3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T.0104]
Permit issued this the 15th of June, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S.Jay Zimmerman, Director
Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDENR
Page 9 of 9

"Attachment A for Condition V (4)"
All are aerial creek crossings
1) Broad St. & Burch Ave.
2) Bywood Drive
3) C&A Warehouse off 49 North
4) China Buffet 813 N. Madison
5) Charles Circle 2 crossings
6) Chublake St. & W. Gordon St.
7) 2 crossings on main line of Piedmont Community College
8) 2 crossings on main line at end of Chestnut St.
9) N.C. License Plate Agency 811 N. Madison Blvd.
10) 2 crossings at bridge on Depot St.
11) Family Dollar 739 N. Madison Blvd.
12) Gentry's Fine Jewelry 817 N. Madison Blvd.
13) End of Garret St.
14) McDonald's 737 N. Madison Blvd.
15) N. Park Drive & US 501 North
16) Roxboro Trading Post 101 Virgilina Rd.
17) Roses 1029 N. Madison Blvd.
18) Planters Warehouse 1230 N. Main St.
19) Wachovia Bank 515 N. Madison Blvd.
20) Walker St. at culvert
21) Reams Ave. & Chublake St.
22) Crossing at end of Academy St.
23) Old Womack Building on N. Madison
24) Wendy's 735 N. Madison Blvd.
25) Walker's Insurance 801 N. Madison Blvd.
26) 319 Ivey St.
27) 314 Jones St.
28) 312 Jones St.
29) 310 Jones St.
30) 306 Jones St.
31) 418 West Morehead St.
32) 1510 North Main St.
33) 206 North Foushee St.
34) 310 East Morehead St.
3 5) Dolly St. Apartments

_I
I City of Roxboro Western Sewer Easements 1 Southside Force Main
Telics# PARCEL# CLAIMANT PIN# DB/ PG
001 106-22 H. W. Winstead, Jr 0905-13-02-4659 200/776
002 107-11-1 Richard T Duncan, Jr and Bonnie Dunc 0904-06-37-3783 1056/128
003 107-79 HenryO Newell and others 0904-06-38-7512 146/422
004 118-18 Person Count 0905-09-06-1184 905/395
005 122-56 Gordon and Faye Solomon 9996-20-80-9646 804/63
006 122-78 Town &Country Builders 9996-20-80-4681 652/672
007 25-7 CHG-MHP Roxboro, LLC 9996-00-91-2741 944/857
008 25-9 Market lace Properties, LLC. 9996-20-91-8644 80/617
009 26-13 Marketplace Properties, LLC. 0906-17-01-0879 220/422
010 112-35 Thomas Berkeley Carver 9995-16-93-0177.00 942/667
011 116-10-1 Moose Lodge 2005 95/270
Tarrence R. Stewart& Caprice Ni
012 126-3 Drumwri ht 1081/375
013 126-4 Tyler William Shernisky 1011/489
014 112-90 Troy Enterprises, Inc 0905-13-04-8713 208/884
015 127-1-17 Jeff and Paige Fitzgerald 0906-13-04-7278 273/8
016 127-1-18 Jeff and Paige Fitzgerald 0906-13-04-7482 273/8
0171 128-14 Mason Farm Estates, LLC 0906-09-05-6473 1003/77
018 128A-18 James and Brenda Bittner 0906-00-04-7595 1051/525
019 128A-54 James and Brenda Bittner 0906-13-04-9875 882/58
020 26-11 TKTK Associates 0906-17-02-0144 219/584
021 26-12 County of Person, NC 0906-17-02-2006 941/96
022 126-14 Admiral Properties, LLC 0906-13-02-4630 919/397
023 126-15 Seven Up Distributing 0906-13-03-2608 188/688
024 116-12 Wagstaff Associates and Partnership 9996-00-70-5056 186/460
025 106-1 Heather Marie SchmittMatthew David V 0905-00-03-8381 1088/352
026 106A-8 Willie and Wilma Brooks 156114
027 106-19 Willie and Wilma Brooks 0904-06-28-8864 182/818
028 108-9-1OUT Donald and Myra West 0905-17-21-0062 1147/270
029 118-1 L Properties LLC 5651523
030 125-65 Cherie M. Allen 0906-13-02-0675 1034/605
031 128A-20 Jason and Jennifer Rogers 0906-13-04-4592 727/286
032 129-37 Carolyn Greene 198/308
033 133-3 Piedmont Technical College 0907-11-56-7508 132/357
034 133-33 William and Kimberly Carver 0907-14-43-6909 790/215
035 133-35 William Gordon Carver, Jr. et ux 0907-14-44-6129 196/682
036 133-36 Gordon Carver, Jr. and Others 0907-14-44-7335 196/682
037 133-37 Gordon Carver, Jr. and Others 0907-14-44-7571 196/682
038 133-4 County of Person, NC 0907-15-64-3726 979/472
039 133-45 Ira James and Michelle Young 0907-14-43-5431 391/710
040 133-46 Gordon Carver, Jr. and Others 0907-14-43-4588 196/682
041 133-47 Gordon Carver, Jr. and Others 0907-14-43-5756 196/682
042 133-5 Gordon Carver, Jr. and Others 0907-14-43-7016 196/682
043 133-55 Stephen and Carla Garrett 0907-18-42-7418 1091/19
044 134-1 Dansfield, LLC 0907-14-31-6132 541/192
045 134-2 Dansfield, LLC 0906-10-27-6849 541/192
046 134-7 HenryLewisBarbara Smithen 0906-09-17-2085 1120/746
047 134-7A John Oakley Estate 0906-09-16-7788 148/30
048 139-8 Wallace O. Clayton 0907-10-35-1637 261/97
049 141-1 Chip F &Sharon W. Lofton 0907-07-68-9272 1046/21

From: Sweater,Jeff
To: Robinson.Jason
Subject: City of Roxboro Western Sewer Extension Submission
Attachments: imaae001.pna
Aerial Crossina.odf
Hi Jason,
Julia Byrd told us you are handling DWR fast track reviews for Person County projects/the eastern
side of INC.
We are ready to submit the Roxboro Western Sewer Extension project and wanted to see how you
prefer the submission be handled? Can we just email everything to you or provide an FTP link to
download the information? Or do we need to print two copies of everything and mail everything in?
The project is proposed to reroute up to 1,400 gpm of sewer flow to free up capacity within
overloaded portions of the City's Marlowe Creek Interceptor. The proposed project generally
includes:
• Replacement of the City's Southside pump station
• 4.3 mile installation of a new 16" sewer force main.
• 3.8 mile installation of new 18" and 24" gravity sewer.
Not sure if the project can be fast tracked since we have a mid-water column aerial crossing (see
attached). Based on this, would you still be the reviewer?
Thanks,
Jeff Sweater, PE
LaBella Associates I Senior Project Manager
0
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellanc.com

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From: Sweater,Jeff
To: Wild,Elaine
Cc: Pasha,Tanvir
Subject: RE: [External]FW: Permits for The Roxboro Western Sewer Extension Project(PERSO-2024-003)
Date: Friday,February 9,2024 11:16:18 AM
Attachments: imaae001.Dno
image002.png
imaae003.Dna
image004.p_ng
imaae005.Dna
image006.png
DWR 2-8-2024.Ddf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Thanks, Elaine. The City is at the post office as we speak sending the attached via priority mail. It
should be to DEQ Regional Office by Monday afternoon.
Have a great weekend!
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Wild, Elaine <[e-mail]>
Sent: Friday, February 9, 2024 7:44 AM
To: Sweater, Jeff<jsweater@La Bella PC.com>
Subject: RE: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Hi Jeff,
See my responses in blue.
Thanks,
Elaine Wild
Environmental Engineer

Division of Water Resources—NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wildCd)deq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Sweater,Jeff<isweaterCcDLaBelIaPC.com>
Sent:Thursday, February 8, 2024 4:17 PM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>
Subject: RE: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hi Elaine,
Two quick questions:
1. Do you know if DEQ would have an issue with using Adobe's built-in digital signature
platform: https://helpx.adobe.com/acrobat/using/validating-digital-signatures.html Yes, that
is fine to use.
2. If push comes to shove for the City, what address should they use to send the wet signed
FTSE? Your old Regional office address (see below), or do you have a Central office address
you want it sent to? If you are not able to get the digital signature to work, then please mail
the wet ink page to the Regional Office, address below is great, but I did edit it a little. It will
be placed with the original application.
Attn: Elaine Wild &Tanvir Pasha
Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
Thanks,
Jeff Sweater, PE
LaBella Associates I Senior Project Manager

704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellaac.com
From: Sweater,Jeff<isweater(@LaBellaPC.com>
Sent: Wednesday, February 7, 2024 9:57 PM
To: Wild, Elaine <elaine.wild(@deg.nc.gov>
Subject: RE: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Very much appreciated Elaine! I think I have it all straight in my head now. Just for my own
edification, is there any way I can find the permit number for sewer infrastructure if our
client/utilities don't have it?
The following is what I'm sending to the City to sign and turn it back around quickly.
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
L
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellarmcom
From: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent: Wednesday, February 7, 2024 8:20 AM
To: Sweater, Jeff<isweater(@La BellaPC.com>
Subject: RE: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Good Morning Jeff,
Please see my responses to your questions in blue. Also, in Section II the permit number for
the Southside Pump Station should be WQ0022241 since modifications to the pump station
occur in this permit, not in the collection system permit WQCS00048. The Downstream

Facility Name (Sewer) is the name of the downstream sewer line that the Western Sewer
project will tie into so since the project connects to the collection system,then the Facility
Name should be "City of Roxboro Collection System"and the permit number is WQCS00048.
Thanks,
Elaine Wild
Environmental Engineer
Division of Water Resources—NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(adeq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Sweater,Jeff<jsweater(@La BellaPC.com>
Sent:Tuesday, February 6, 2024 6:12 PM
To: Wild, Elaine<[e-mail]>
Subject: RE: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hi Elaine,
Attached is the revised FTA page 2 awhile.
Attached is also a copy of the latest signed FTSE that was submitted and delivered on Nov. 14th to
DEQ, which does include zero new flow to the station in section I.f. The only change I made was
using the current station's existing pumping rate of 1,054 gpm x 60 min x 24 hr= 1.517 MGD (based
on a pump test done during the beginning of 2021). Please submit a recently signed FTSE form. The
Division will accept verified electronic signatures (DocuSign or something similar) and it can be
emailed, it does not need to be mailed in.
With the FTSE I'm a bit more confused. I might need a quick call to get me on track.
The intent of this project is to permit the upgraded South Side PS to match the new station's firm
capacity, at 1,400 gpm based on the approved PER. But our PER is confusing in my opinion,
especially when it comes to the flow analysis section. Here is a breakdown of the flows discussed
within and the original permit you provided me:

Ex. Southside PS Permitted Flow from (per WQ0022241): 950 gpm (1.3680 mgd)
Nov. 2019 Marlowe Creek Outfall Sewer Study— Design Flowrate: 1,140 gpm (1.6416 mgd)
Jan. 2021 La Bella performed Southside PS Test Min Flowrate*: 1,054 gpm (1.5178 mgd)
Jan. 2021 La Bella performed Southside PS Test Max Flowrate*: 1,199 gpm (1.7266 mgd)
2024 FTA design flow rate (currently being reviewed): 1,400 gpm (2.0160 mgd)
*The current Southside PS was tested and found to operate at the following flow rates. The
minimum flow rate observed at the Southside occurred when competing against the Ducan PS
flowrate. These two stations currently share a portion of a common force main and impact each
other's pumping rate when both are in operation.
Southside Southside PS Capacity with....Duncan Pumps Running
Pumps Running Zero One Two
One 1.199 gpm 1.054 (not modeled)
Two 1,543 {not modeled! 1,321
Do I need to update the FTSE based on the following (based on the current station's permitted
capacity is at 950 gpm) I believe you told me to use the existing pump station capacity for the FTSE.
We only had 1,054 gpm (1.517 mgd) as the existing station capacity based on our pump test. The
City didn't have a copy of the WQ0022241 permit in their records (you sent that to me). So sounds
like I need to do the following?When filling out the pumping capacity and design flow of the pumps
in Section II of the FTSE, you could leave the 1.517 MGD and 0.607 MGD listed as the Firm Capacity
and the Design Average Daily Flow since you provided a note indicating that these are current
pumping rates based on pump tests. OR you could indicate the permitted pumping capacities shown
below. I think that both methods are valid since there are no pump runtime meters for the
Southside PS.
List pump stations located between the project connection point and the W WTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Obligated,
Pump Pump Daily Approx. Not Yet Total Current
Station Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Permit Capacity,• (Firm/pt), Daily Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Southside WQCS00048 t.5�46L1.. 0-60� 0.300MGD1 0.012MGD 0.312MGD 0-�]I
1.368 MGD 0.5472 MGD 0.2352 MGD
I assume once the new pump station is constructed, the Engineers construction cert is submitted,
and the operation permit has been issued by DEQfor the upgraded station, the City should use
1,400 gpm (2.016 mgd) as the permitted Southside station capacity for future FTSEs they process?
Haven't gone through the entire process yet in NC. I can be a bit thick about things when I don't
understand the entire process. I just don't want to permit an upgrade PS and our client ends up with
no additional capacity once it is constructed and operational. Yes, once the project is completed and
certified, the City will begin using 1,400 GPM as the permitted pumping capacity for the PS.

Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0
J
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellanc.com
From: Wild, Elaine<[e-mail].g_ov>
Sent:Tuesday, February 6, 2024 1:12 PM
To: Sweater,Jeff<isweaterPLaBeIIaPC.com>
Subject: RE: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Hi Jeff,
Please see my comments in blue. Also, Page 2, Sections V1.4-6 can be left blank since this is a zero
flow permit. When resubmitting,just send back page 2, 1 don't need the entire application again.
The FTSE showing zero flow being requested, needs to be signed by Roxboro WWTP, it can be a
digital signature (verified like DocuSign or similar).
Thanks,
Elaine Wild
Environmental Engineer
Division of Water Resources—NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
[e-mail]
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Sweater,Jeff<jsweaterPLaBeIIaPC.com>
Sent:Tuesday, February 6, 2024 11:19 AM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>
Subject: [External] FW: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Elaine,
I have attached here the latest FTA and FTSE applications the City of Roxboro sent to DEQ with their
wet signature to your attention. USPS shows they were delivered at 2:47 pm on 11/14/23.
Can you look at the attached "FTA 10-23 Updated 11-10-23.pdf' and see if this is how you wanted it
to look based on your email comments from 10/19/23 at 10:41 am? Or do I still need to remove all
wording from Section 7? 1 deleted the narrative that was attached to this application to avoid any
confusion in the future since that was updated and sent via email on 12/15/23 to address the
minimum design criteria for aerial crossings. No new narrative needed.
I do have a question about Page 2, Section 5; which should be right up your alley to answer:
What is your advice on how to address this? Leave both unchecked as it is, check one of the
boxes, or move the 20%to the commercial category. See my response in the email.
Background Info if needed:
I was told by the City the anticipated waste load will be an 80/20 split between residential
and industrial uses/flows. I currently have nothing checked for "If Industrial, is there a
Pretreatment Plan in effect?". I'm not sure if Roxboro does have a plan in place or not, but I
would think they should based on the size of their system.Since this is a zero flow permit, no
wastewater type designation needed at this time. A permit modification may need to be
submitted prior to any wastewater generated by this project to be able to flow to the
receiving WWTP.
However, my understanding is that these industrial uses are more so referring to the type of
zoning for the land and not the actual strength of wastewater generated. The waste I
believe will be large commercial businesses (warehouses, light manufacturing not needing
process water), which are considered domestic strength wastewater. I didn't check one of
the boxes since I've never heard of anyone using or defining "commercial strength
wastewater "and assumed it had to refer to zoning uses.
I'm used to most states having detailed instructions and definitions of terms on how these
forms are to be filled out (which I'd think a state like Michigan would have and you know
what I'm talking about). Or the state will make the staff's internal SOP for reviewing the
permits on their website for public use. I've found this prevents reviewers from having to
answer a tone of simple questions that could easily be addressed within a detailed set of
instructions and helps a lot with training new agency staff members. Only bring this up since
you were talking about helping update NC DEC's processes. Let me know if the engineering
community providing comments on this helps push through many of these initiatives, which
may not occur if only brought up by staff as needing to be done/updated? The Division is
constantly working on ways to improve all processes and welcomes feedback and
suggestions.

I emailed these documents rather than calling so you can see the document, but please give me a
call on my cell if easier/quicker for you (this is my office phone as well as my cell phone).
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0:3
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc-corn
From: Sweater,Jeff
Sent: Monday, November 27, 2023 9:32 AM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>; Allen, Isaac I <isaac.allen(@deq.nc.gov>; Chawla, Sharan
<sharan.chawla(@deq.nc.gov>; Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>; Wilson,
Susan A<susan.wilson(@deq.nc.gov>
Cc: Houston, Brian <bhouston(@LaBellaPC.com>; Douglas, Ryan <rddouglas(@La Bella PC.com>;
Prunchak, Eric<eprunchak(@La Bella PC.com>; Lockhart,Allen <blockhart(@cit)lofroxboro.com>
Subject: Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
All,
I wanted to verify if DEQ has everything they require for the 401/404 and DWR sewer extension
permit technical reviews, and are currently in the process of being generated, if any are required.
The only outstanding comments I'm aware of are from the attached email. These were addressed
and the original applications were resubmitted on 11/14/2023 as per the delivery notification below
(see draft copies of revised applications). I tried to get guidance from Elaine Wild multiple times
prior to resubmitting, but she never got back to me. I'm wondering if she is still with DEQ since she
was super responsive prior to her comments being emailed on 10/19/23?
Please verify that someone at DEQ has received these revised DWR applications and that things are
moving forward in the right direction.

Tracking Number:
E1031379844US
(D Copy Add to Informed Delivery
G Delivered
Scheduled Delivery by Delivered,In/At Mailbox
RALEIGH,NC 27609
T U ES D AY November 14,2023,2 pm
14 by 9eeAlTreebnHisto"
November
2023 QI 6:00pm O What Do LISPS Tracking Statuses Mean?
Your item was delivered in or at the mailbox at 2:47 pm on
November 14,2023 in RALEIGH,NC 27609.Waiver of signature
was exercised at time of delivery.
Get More Out of USPS Tracking:
M USPS Tracking Plus
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0
J
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Sweater,Jeff
Sent:Thursday, October 19, 2023 3:12 PM
To: Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>; Wild, Elaine
<elaine.wild(@deq.nc.gov>; Lockhart, Allen <blockhart(@cityofroxboro.com>
Cc:Allen, Isaac I <isaac.allen(@deq.nc.gov>; Houston, Brian <bhouston(@La Bella PC.com>; Douglas,
Ryan <rddouglas(@La Bella PC.com>; Chawla, Sharan <sharan.chawla(@deq.nc.gov>; Prunchak, Eric
<earunchak(@LaBeIIaPC.com>
Subject: RE: [Ext] 401/404 Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Good afternoon Abdulrahman,
Attached is the Application and Narrative for the wetlands permitting. Please note that the entire
package with the wetlands report is 150 MB.
If anyone wants the entire submission package, please let me know and I'll set up an FTP site link for
download.
The size of this document has created some issues thus far.

Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0 .,
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Sweater,Jeff<jsweater(c�labellapc.com>
Sent:Thursday, October 19, 2023 10:33 AM
To: Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>; Wild, Elaine
<elaine.wildPdeq.nc.gov>; Lockhart, Allen <blockhart(@cit)lofroxboro.com>
Cc:Allen, Isaac I <isaac.allen(@deq.nc.gov>; Houston, Brian <bhouston(@La Bella PC.com>; Douglas,
Ryan <rddouglas(@La Bella PC.com>; Chawla, Sharan <sharan.chawla(@deg.nc.gov>; Prunchak, Eric
<earunchak(@LaBellaPC.com>
Subject: RE: [Ext] 401/404 Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Good morning Abdulrahman,
I'll email these applications over today. We are having server issues this morning, so it may not be
until this afternoon. But the application number is SAW-2023-01579 for the 401 permit.
Do you want the full submission package for each, or just a copy of the signed and submitted
Application only for each?
Let me know if you need paper copies.
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
u
J
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com

From: Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>
Sent: Wednesday, October 18, 2023 3:29 PM
To: Wild, Elaine <[e-mail]>; Lockhart, Allen <blockhart(@cityofroxboro.com>
Cc: Sweater, Jeff<jsweaterPlabellapc.com>; Allen, Isaac I <isaac.allen(cDdeq.nc.gov>; Houston, Brian
<bhouston(@LaBellaPC.com>; Douglas, Ryan <rddouglas(@La Bella PC.com>; Chawla, Sharan
<sharan.chawla(@deq.nc.gov>
Subject: [Ext] 401/404 Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
Hello Allen,
I'm requesting a copy of the 404 and a copy of the 401 applications. If you have submitted a 401
application from the Division of Water Resources, you should have been provided with a permit
number or project ID.
Thank you,
Abdulrahman Fayad
ARPA Engineer II- RRO
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
919-791-4210 (office)
919-571-4718 (fax)
Abdulrahman.Fayad(cDncdenr.gov
Physical Address: 3800 Barrett Drive
Raleigh, NC 27609
Mailing Address: 1628 Mail Service Center
Raleigh, NC 27699-1612
D E
•.[)eputmmt of EmnronmM�Ul Oual�ry
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
CAUTION: This email originated from outside the LaBella organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.

From: Sweater,Jeff
To: Wild,Elaine; Prunchak,Eric
Cc: Thomas,Zachary T
Subject: RE: [Ext] RE: [External]Western Sewer Project ID#
Date: Friday,December 15,2023 2:19:11 PM
Attachments: imaae001.Dna
image002.pnng
imaae003.Dno
5-Project&Existing Permit Narrative 12-15-23.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Elaine,
With now having the 401 Permit ID: DWR#20231690.
Attached is the revised narrative to address the MDCGS concerns, so we can still use the FTA.
Please let me know if you have any questions.
I hope you both have a great Holiday!
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0:3
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellaac.com
From: Sweater,Jeff<jsweater@La Bella PC.com>
Sent:Thursday, December 14, 2023 11:30 AM
To: Wild, Elaine<[e-mail]>; Prunchak, Eric<[e-mail]>
Cc:Thomas, Zachary T<[e-mail]>
Subject: RE: [Ext] RE: [External] Western Sewer Project ID#
Elaine,
Eric is reconfirming the number with USACE. Eric said that is what he was provided to him, and that
it didn't work for him either to pay the USACE application fees online. We hope to receive and email
you the complete ID by the end of today. I'll also email the updated projection narrative today
reviewing how the plans/design comply with the MDCGS for the proposed aerial crossing.

Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0z:I
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Wild, Elaine <[e-mail]>
Sent:Thursday, December 14, 2023 8:55 AM
To: Prunchak, Eric<earunchak(@La Bella PC.com>
Cc: Sweater, Jeff<isweaterl@La BellaPC.com>; Thomas, Zachary T<zachary.thomas(cDdeq.nc.gov>
Subject: [Ext] RE: [External] Western Sewer Project ID#
Hello Jeff,
Will you please verify the ID#?The 401 submission ID is typically 8 digits (2023xxxx), not 7.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
Q E Q��
aw�n.a a tmvom..rr awr\ /—
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEO
subchapter t rules. ddff(state.nc.us)
From: Prunchak, Eric<eorunchakl@La Bella PC.com>
Sent: Wednesday, December 13, 2023 4:35 PM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>

Cc: Sweater,Jeff<jsweaterl@La Bella PC.com>
Subject: [External] Western Sewer Project ID#
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Elaine,
Thank you for taking the time to assist us with this process.The project ID# is 2023169, Version 1. 1
am working with Rachel (USACE) to get all of her RAI items addressed, it is currently just pending
finalizing mitigation. Please let me know if you need any additional information or if you would like
to discuss anything in further detail, I am available the rest of this week and most of next week.
Thanks again!
Eric Prunchak
LaBella Associates I Environmental Manager
0:3
703-975-9718 cell
704-376-6423 office
400 S Tryon St Ste 1300
Charlotte, NC 28285
labellapc.com
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
CAUTION: This email originated from outside the LaBella organization. Do not
click links or open attachments unless you recognize the sender and know the
content is safe.

From: Sweater,Jeff
To: Myers,Joseph M
Cc: Wild,Elaine;Allen,Isaac I;Chawla,Sharan; Fayad,Abdulrahman B;Wilson,Susan A; Houston,Brian
Subject: [External]City of Roxboro Western Sewer Extension Project(PERSO-2024-003)
Date: Monday,February 5,2024 10:35:28 AM
Attachments: image001.pnng
image002.pnng
imaae003.Dna
5-Project&Existing Permit Narrative 12-15-23.pdf
RE External Permits for The Roxboro Western Sewer Extension Proiect(PERSO-2024-003).msa
Importance: High
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Good Morning Joe,
I am following up on my voice message I just left due to finding out that Elaine Wild no longer works
at DEQ.
Attached is the most recent submission we provided to DEQ/Elaine Wild and below is some of the
more recent email correspondence.
The City is getting ready to let this project for Bid. We desperately need an update on the status of
this permit review. We don't want the project's bid period pushing into the contractor's busiest
time of the year and the community get hit with even higher Bids.
We've been going round and round with DEQ since August on this project and permit submission.
Based on our experience over the last 6 months, we have serious concerns any momentum we
gained with Elaine is going to be lost.
Thanks,
Jeff Sweater, PE
LaBella Associates I Senior Project Manager
0
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellanc.com
From: Sweater,Jeff
Sent:Tuesday,January 30, 2024 9:17 AM
To: Wild, Elaine<[e-mail]>
Cc: Houston, Brian <bhouston@La BellaPC.COm>
Subject: City of Roxboro Western Sewer Extension Project (PERSO-2024-003)

Happy New Year Elaine!
Can you give me an update on the status of this permit review? Are you only waiting for approval of
the 401/404 permit and there are no other administrative or technical review comments
remaining?
For your convenience I've attached the following:
1. Email with the last review comment received from you/DEQ.
2. The revised narrative referenced below that accompanied that email on 12/15/23 at 2:18 PM.
Hope all is well on your end.
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0:3
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Sweater,Jeff
Sent: Friday, December 15, 2023 2:18 PM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>; Prunchak, Eric<eprunchak(@La Bella PC.com>
Cc:Thomas, Zachary T<zachary.thomas(@deq.nc.gov>
Subject: RE: [Ext] RE: [External] Western Sewer Project ID#
Elaine,
With now having the 401 Permit ID: DWR#20231690.
Attached is the revised narrative to address the MDCGS concerns, so we can still use the FTA.
Please let me know if you have any questions.
I hope you both have a great Holiday!
Thanks,

Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0:3
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Sweater,Jeff<jsweater(@La Bella PC.com>
Sent:Thursday, December 14, 2023 11:30 AM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>; Prunchak, Eric<eprunchak(@La Bella PC.com>
Cc:Thomas, Zachary T<zachary.thomas(Ddeq.nc.gov>
Subject: RE: [Ext] RE: [External] Western Sewer Project ID#
Elaine,
Eric is reconfirming the number with USACE. Eric said that is what he was provided to him, and that
it didn't work for him either to pay the USACE application fees online. We hope to receive and email
you the complete ID by the end of today. I'll also email the updated projection narrative today
reviewing how the plans/design comply with the MDCGS for the proposed aerial crossing.
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Wild, Elaine<elaine.wild(@deq.nc.gov>
Sent:Thursday, December 14, 2023 8:55 AM
To: Prunchak, Eric<eprunchak(@La Bella PC.com>
Cc: Sweater,Jeff<*sweater(@La Bella PC.com>; Thomas, Zachary T<zachary.thomas(@deq.nc.gov>
Subject: [Ext] RE: [External] Western Sewer Project ID#
Hello Jeff,

Will you please verify the ID#?The 401 submission ID is typically 8 digits (2023xxxx), not 7.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov
Mgrawn a Fmranwta uwir V
Email correspondence to and from this address is subject to the North
Carolina Public Records law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEO
subchapter t rules.pdf(state.nc.us)
From: Prunchak, Eric<eprunchakt@La Bella PC.com>
Sent: Wednesday, December 13, 2023 4:35 PM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>
Cc: Sweater,Jeff<[e-mail]>
Subject: [External] Western Sewer Project ID#
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Elaine,
Thank you for taking the time to assist us with this process.The project ID# is 2023169, Version 1. 1
am working with Rachel (USACE) to get all of her RAI items addressed, it is currently just pending
finalizing mitigation. Please let me know if you need any additional information or if you would like
to discuss anything in further detail, I am available the rest of this week and most of next week.
Thanks again!
Eric Prunchak
La Bella Associates I Environmental Manager
0
703-975-9718 cell
704-376-6423 office

400 S Tryon St Ste 1300
Charlotte, NC 28285
labellaac.com
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
CAUTION: This email originated from outside the LaBella organization. Do not
click links or open attachments unless you recognize the sender and know the
content is safe.

From: Lentz.Zac
To: Wild,Elaine
Subject: RE: [External]Permits for The Roxboro Western Sewer Extension Project(PERSO-2024-003)
Date: Tuesday,November 28,2023 1:13:34 PM
Attachments: imaae001.ona
image002.g_ng
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Happy to help!
Zac Lentz,PE
NPDES Municipal Permitting
Division of Water Resources
North Carolina Department of Environmental Quality
919.707.3620 (Office)
zac.lentz&ded.nc.gov
Please note that staffing levels are presently down and responses to inquiries may
be delayed, and I apologize in advance. Many staff have a new email address extension which
is "@deq.nc.gov". If you send to the original email address,it will be directed to the correct
location.
From: Wild, Elaine<[e-mail]>
Sent:Tuesday, November 28, 2023 1:01 PM
To: Lentz, Zac<[e-mail]>
Subject: RE: [External] Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
Ok. Thank you for your help with this. I appreciate it.
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEO
subchapter t rules.pdf(state.nc.us)
From: Lentz, Zac<zac.lentz(@deq.nc.gov>
Sent:Tuesday, November 28, 2023 1:00 PM

To: Wild, Elaine <elaine.wild(@deq.nc.gov>
Subject: RE: [External] Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
It looks like the letter is required upon certification, so I believe they can proceed without it. I would
request that they explicitly address how they meet each of the criteria in their narrative or spell it
out in the add info if they don't include it with the application, but otherwise I do not see a
justification to not grant their request for a fast track review. Based on the response from Jeff
Sweater, it appears that they believe they can demonstrate that they meet the criteria, which is a
sufficient response to proceed with the FTA unless you suspect that they cannot in fact meet the
MDC's.
Zac
Zac Lentz, PE
NPDES Municipal Permitting
Division of Water Resources
North Carolina Department of Environmental Quality
919.707.3620 (Office)
zac.lentz&ded.nc.gov
Please note that staffing levels are presently down and responses to inquiries may
be delayed, and I apologize in advance. Many staff have a new email address extension which
is "@deq.nc.gov". If you send to the original email address,it will be directed to the correct
location.
From: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent:Tuesday, November 28, 2023 12:20 PM
To: Lentz, Zac<zac.lentzCcDdeq.nc.gov>
Subject: FW: [External] Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
Hi Zac,
Please see Jeff's response below in regards to the mid-water column aerial crossing referenced in my
11/22 email. Is this sufficient to proceed with FTA or should they provide additional information?
Also, should they provide a letter from the City or should I just ask them to put this information in
the narrative?
Thanks,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov

Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to thud parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From: Sweater, Jeff<isweater(@La Bella PC.com>
Sent:Tuesday, November 28, 2023 12:11 PM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>; Allen, Isaac I <isaac.allen(@deq.nc.gov>; Chawla, Sharan
<sharan.chawla(@deg.nc.gov>; Fayad, Abdulrahman B<abdulrahman.fayadPc1eq.nc.gov>; Wilson,
Susan A<susan.wilson(@deq.nc.gov>
Cc: Houston, Brian <bhouston(@LaBellaPC.com>; Douglas, Ryan <rddouglas(CDLa Bella PC.com>;
Prunchak, Eric<eprunchak(@La Bella PC.com>; Lockhart, Allen <blockhart(@cityofroxboro.com>;
Rachel.A.Capito(@usace.army.mil; Thomas, Zachary T<zachary.thomas(@deq.nc.gov>; Lentz, Zac
<zac.lentz(@deq.nc.gov>
Subject: RE: [External] Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Elaine,
Please see my comments below in green.
Thanks,
Jeff Sweater, PE
LaBella Associates I Senior Project Manager
0
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellaac.com
From: Wild, Elaine <elaine.wildPdeq.nc.gov>
Sent: Monday, November 27, 2023 4:25 PM
To: Sweater, Jeff<isweater(@LaBellaPC.com>; Allen, Isaac I <isaac.allen(@deq.nc.gov>; Chawla,
Sharan <sharan.chawla(@deq.nc.gov>; Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>;

Wilson, Susan A<susan.wilson(@deq.nc.gov>
Cc: Houston, Brian <bhouston(@LaBellaPC.com>; Douglas, Ryan <rddouglas(@La Bella PC.com>;
Prunchak, Eric<eprunchak(@La Bella PC.com>; Lockhart,Allen <blockhart(@cit)lofroxboro.com>;
Rachel.A.Capito(@usace.army.mil; Thomas, Zachary T<zachary.thomasPdeq.nc.gov>; Lentz, Zac
<zac.lentz(@deq.nc.gov>
Subject: RE: [External] Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
Hello Jeff,
Thank you for the updated FTA and USE forms received on November 1, 2023. Since our last
conversation, I have been working with internal staff on ensuring that the project meets the
requirements for Fast Track Sewer Extension Permitting. There are still a few items that need to be
addressed:
1. Regarding 401/404 submissions: Eric Prunchak from our Environmental Dept will look into
these comments and response back to Rachel and copy you as necessary.
a. Please confirm that the project has met the 401 Pre-Application submittal requirement
to the Division of Water Resources. This is achieved by providing the confirmation
email from NCDEQ.
b. If it has been 30 days since pre-application requirements have been met, please
resubmit the 401 Application. Once completed, please provide the DWR#to me.
c. Please respond to Rachel at the USACE regarding her RFAI.
2. Additionally, the current aerial crossing for the project does not meet the Minimum Design
Criteria for Gravity Sewers (MDCGS). Please review the MDCGS and demonstrate/explain how
the crossing meets Section V.F. of the MDC, link provided below for your convenience. If the
project is unable to meet the MDCGS, then the project would be forwarded to Central Office
for full plan review.
From Section V.F of the MDCGS manual (and as discussed in the attached email when we were
initially trying to determine if this could be processed as FTA):

F. Aerial Crossings
1. Proper joint technology, such as flanged or restrained,adequate supports to prevent
excessive flexion,or a combination of both shall be provided for all aerial pipe crossings.
Supports shall be designed to prevent frost heave, overturning,and settlement.
2. Precautions against freezing, such as insulation and increased slope, shall be provided.
Expansion jointing shall be provided between above ground and below ground sewers.
Where buried sewers change to aerial sewers,special construction techniques shall be used
to minimize heaving.
3. For aerial stream crossings, the impact of flood waters and debris shall be considered. The
bottom of the pipe should be placed no lower than the elevation of the 25 year flood.
Ductile iron pipe with mechanical joints shall be required. In the event that the 25 year
flood elevation can not be determined or the proposed gravity sewer must be placed below
the 25 year flood elevation,a letter shall be provided by the applicant upon certification
stating: "Regular and proper inspection and maintenance of the aerial crossing shall be
provided to insure that the creek/stream flow is not impeded and that no damage will be
caused to upstream or adjacent properties."
The aerial crossing invert will be below the 25-year flood elevation. Based on V.F.3, it appears to me
that still meet the MDCGS aerial crossing criteria if provide a letter from the Applicant (the City) as
part of the construction certification at project completion stating "Regular and proper inspection
and maintenance for the aerial crossing shall be provided to ensure that the creek/stream flow is not
impeded and that no damage will be caused to upstream or adjacent properties."
This appeared to be the only issue that had the potential conflict with the MDCSG requirements and
would have prevented this project from using the FTA and me being able to certify that to the best
of my knowledge, the design meets all requirements of the MDCSG. Do I need to include this in a
narrative or have the City provide the certification now? The requirement states the letter shall be
provided by the applicant upon certification, which took to mean an engineer's certification of
completion at the end of the project prior to DEQ authorizing the new sewer system for use based
on some of the other references used in the MDCSG. But if providing the letter now resolves this
issue and allows the FTA to still be utilized as DEQ essentially directed me to use over the SSEA I
initially submitted in August based on this matter, we have the City get that over to you. Please let
me know if there is any format, template, or wording that needs added to this applicant's
certification, other than what is shown in V.F.3, and if it needs to be notarized.
Application Forms & Help Documents I NC DEQ
Gravity Sewer Minimum Design Criteria
Please provide the requested information by December 15, 2023.
Sincerely,
Elaine Wild
Environmental Engineer

Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov
D
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From: Sweater,Jeff<jsweater(@La Bella PC.com>
Sent: Monday, November 27, 2023 9:32 AM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>; Allen, Isaac I <isaac.allen(@deq.nc.gov>; Chawla, Sharan
<sharan.chawla(@deg.nc.gov>; Fayad, Abdulrahman B<abdu1rahman.fayad(@c1eq.nc.gov>, Wilson,
Susan A<susan.wilson(@deq.nc.gov>
Cc: Houston, Brian <bhouston(@LaBellaPC.com>; Douglas, Ryan <rddouglas(@La Bella PC.com>;
Prunchak, Eric<eprunchak(@La Bella PC.com>, Lockhart, Allen <blockhart(@cit)lofroxboro.com>
Subject: [External] Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
All,
I wanted to verify if DEQ has everything they require for the 401/404 and DWR sewer extension
permit technical reviews, and are currently in the process of being generated, if any are required.
The only outstanding comments I'm aware of are from the attached email. These were addressed
and the original applications were resubmitted on 11/14/2023 as per the delivery notification below
(see draft copies of revised applications). I tried to get guidance from Elaine Wild multiple times
prior to resubmitting, but she never got back to me. I'm wondering if she is still with DEQ since she
was super responsive prior to her comments being emailed on 10/19/23?
Please verify that someone at DEQ has received these revised DWR applications and that things are
moving forward in the right direction.

Tracking Number:
E1031379844US
(D Copy Add to Informed Delivery
G Delivered
Scheduled Delivery by Delivered,In/At Mailbox
RALEIGH,NC 27609
T U ES D AY November 14,2023,2 pm
14 by 9eeAlTreebnHisto"
November
2023 QI 6:00pm O What Do LISPS Tracking Statuses Mean?
Your item was delivered in or at the mailbox at 2:47 pm on
November 14,2023 in RALEIGH,NC 27609.Waiver of signature
was exercised at time of delivery.
Get More Out of USPS Tracking:
M USPS Tracking Plus
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0
J
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Sweater,Jeff
Sent:Thursday, October 19, 2023 3:12 PM
To: Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>; Wild, Elaine
<elaine.wild(@deq.nc.gov>; Lockhart, Allen <blockhart(@cityofroxboro.com>
Cc:Allen, Isaac I <isaac.allen(@deq.nc.gov>; Houston, Brian <bhouston(@La Bella PC.com>; Douglas,
Ryan <rddouglas(@La Bella PC.com>; Chawla, Sharan <sharan.chawla(@deq.nc.gov>; Prunchak, Eric
<earunchak(@LaBeIIaPC.com>
Subject: RE: [Ext] 401/404 Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Good afternoon Abdulrahman,
Attached is the Application and Narrative for the wetlands permitting. Please note that the entire
package with the wetlands report is 150 MB.
If anyone wants the entire submission package, please let me know and I'll set up an FTP site link for
download.
The size of this document has created some issues thus far.

Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
0 .,
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com
From: Sweater,Jeff<jsweater(c�labellapc.com>
Sent:Thursday, October 19, 2023 10:33 AM
To: Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>; Wild, Elaine
<elaine.wildPdeq.nc.gov>; Lockhart, Allen <blockhart(@cit)lofroxboro.com>
Cc:Allen, Isaac I <isaac.allen(@deq.nc.gov>; Houston, Brian <bhouston(@La Bella PC.com>; Douglas,
Ryan <rddouglas(@La Bella PC.com>; Chawla, Sharan <sharan.chawla(@deg.nc.gov>; Prunchak, Eric
<earunchak(@LaBellaPC.com>
Subject: RE: [Ext] 401/404 Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-
003)
Good morning Abdulrahman,
I'll email these applications over today. We are having server issues this morning, so it may not be
until this afternoon. But the application number is SAW-2023-01579 for the 401 permit.
Do you want the full submission package for each, or just a copy of the signed and submitted
Application only for each?
Let me know if you need paper copies.
Thanks,
Jeff Sweater, PE
La Bella Associates I Senior Project Manager
u
J
704-941-2143 direct
704-376-6423 office
941-374-3930 cell
400 S.Tryon St,Suite 1300
Charlotte, NC 28285
labellapc.com

From: Fayad, Abdulrahman B<abdulrahman.fayad(@deq.nc.gov>
Sent: Wednesday, October 18, 2023 3:29 PM
To: Wild, Elaine <[e-mail]>; Lockhart, Allen <blockhart(@cityofroxboro.com>
Cc: Sweater, Jeff<isweaterPlabellapc.com>; Allen, Isaac I <isaac.allen(cDdeq.nc.gov>; Houston, Brian
<bhouston(@LaBellaPC.com>; Douglas, Ryan <rddouglas(@La Bella PC.com>; Chawla, Sharan
<sharan.chawla(@deq.nc.gov>
Subject: [Ext] 401/404 Permits for The Roxboro Western Sewer Extension Project (PERSO-2024-003)
Hello Allen,
I'm requesting a copy of the 404 and a copy of the 401 applications. If you have submitted a 401
application from the Division of Water Resources, you should have been provided with a permit
number or project ID.
Thank you,
Abdulrahman Fayad
ARPA Engineer II- RRO
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
919-791-4210 (office)
919-571-4718 (fax)
Abdulrahman.Fayad(cDncdenr.gov
Physical Address: 3800 Barrett Drive
Raleigh, NC 27609
Mailing Address: 1628 Mail Service Center
Raleigh, NC 27699-1612
D- E
OOpaMwnq of Envirunma�Ll pual�ry
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
CAUTION: This email originated from outside the LaBella organization. Do not
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