WQ0041711_Application (FTSE)_20200521

State of �ih Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: do 1 (tti be complcled by DWR)
All items must be com let_ed or the application will be returned
1. APPLICANT INFORMATION: } cif N
I. Applicant's name: CITY OF DURHAM, NORTH CAROLINA (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StaterCounty ® Municipal ❑ Other
3. Signature authority's name: DONALD F. GREELEY, P.E., PLS per 15A NCAC 0?T A106(b)
Title: DIRECTOR OF WATER MANAGEMENT
4. Applicant's mailing address: 1600 MIST LAKE DRIVE NC Dept of Environmental Quality
City: DURHAM State: NC Zip: 27704-___ _ MAY 2 12020
5. Applicant's contact information:
Phone number: 9( 19) 560-4381 Email Address: don.ereeleyndurhamnc.gov Raleigh Regional Office
II. PROJECT INFORMATION:
1. Project name: ENO RIVER FORCE MAIN RELOCATION
2. ApplicationiProject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00005 and issued date: NA
If new construction but part of a master plan, provide the existing permit number: WQ00005
3. County where project is located: DURHAM
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.02.59N Longitude: -78.52.18E
5. Parcel ID (if applicable): NA
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: KEVIN F. CARTER, P.E. License Number: 10952
Firm: K. F. CARTER ENGINEERING COMPANY, PLLC
Mailing address: 714 NINTH, STREET, SUITE 207A. BUILDING BOX 808
City: DURHAM State: NC Zip: 27705-
Phone number: [phone] Email Address: Icevin.carter(a)carterenaineerinecompany.com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: NORTH DURHAM WATER RECLAMATION FACILITY Permit Number: NCO047597
Owner Name: CITY OF DURHAM
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
Svstem Wide Collection 9.ys[cm Permit Number(s) (if applicable): WQCS�
Owner Name(s): _ _._
FORM: FTA 04-16 Page 1 of

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes ❑No ®NIA
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Aereement frORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home'Pronerri Owners'Assaciation has an O�setational A reementLFOfihl IfOA] been attached?
x. �_. -
❑ Yes ❑No ®NIA
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! 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: 97.5 °fin DomesticfCommercial % Commercial
2_5 % Industrial (See 15A NCAC 02T .0103(2"
1Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(fl? ❑ Yes ®No
r If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114ff11
Daily Design Flow
No, of Units
Flow
gal(
GAD
gal'
GPD
gaff
GPD
gal/
GAD
gal'
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 0 T .01 14()l (d).,(g)t I 1 and Iel(2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 0 GPD (per MA NCAC 02T M.14iM
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
® Flow has already been allocated in Permit Number: NCO023841
® Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): RELOCATION OF THE EXISTING 36-INCH FORCE MAIN
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — Q2T .0305 & MDC Pum Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1- Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305 I
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(I)(B)_
i► Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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):
10- 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: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (020.0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NQAC 02T .0305�D & s{
:- 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
❑ Yes ® No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenc $1
18 inches
Water mains horizontal
to feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class I1 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 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 systems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth grade vertical
36 inches
r"- 1ANCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
i- "*Stream classifications can be identified using the Division's NC Surface Water Classifications webga�-e
If noncompliance with 02T,03it5{0r , see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
See the Division's draft separation requirements for situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
i 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
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
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.01t}Sfctf6j (additional Perm itslcertifications)? ®Yes ❑ No
Per 15A NCAC 021:.M5(c)(63, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
i 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: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA NAC 02T, the Minimum Design Criteria for the Permitting, of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Desivan Criteria (latest version} as applicable?
❑ Yes ® No
IfNo, complete and submit the Variance?Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1, KEVIN F. CARTER. P.E. attest that this application for
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that l have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, DONALD F. GREELEY, P.E., PLS, DIRECTOR OF WATER MANAGEMENT attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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 pans 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 143143-2 15.6A15.6A 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:
Dwt*
FORM: FTA 04-16 Page 5 of 5

CECO COMPANY ENGINEERING
C/.CA. /( A ikiJkl A h1bd t/YIAkt,, 0I,[
May 15, 2020
Mr. Jason Robinson
Environmental Engineer
NCDEQ — DWR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Fast Track Application (FTA 01-16)
36-Inch Eno River Force Main Relocation
City Contract No. 14056
Dear Mr, Robinson:
NC Dept of Environmental Quality
MAY z 1 2020
Raleigh Regional Office
On behalf of the City of Durham Department of Water Management, we submit herewith the "Fast -
Track" Application (FTA 01-16) and the Variance Alternative Design Request (VADC 10-14) for the
above referenced project for your review and approval.
Please find attached the following documents associated with the City of Durham's 54-Inch New
Hope Creek Parallel Interceptor project for your review:
• One (1) original and one (1) copy of fully executed FTA 04-16 form
• One (1) original and one (1) copy of fully executed VADC 10-14 form (not sure it's required)
• Two (2) sets of construction drawings
• Two (2) USGS site maps
• Two (2) street level maps (See Drawings)
• Check for application fee of $480
Due to recent multiple significant breaks in the existing 36-Inch Eno River Force Main as a result of
internal and external corrosion, this project is classified as a "high -priority" project by the City of
Durham, and accordingly falls under the City's Emergency Action Plan for Critical Sewer Main
Crossings. We ask that this project be permitted in the most expeditious manner practical, so
construction of the project can be started as soon as possible before another break occurs and
potentially a very large volume of wastewater is discharged onto the adjacent ground.
We greatly appreciate your time and effort associated with this permit request. Please advise if you
have any questions or need any additional information associated this submittal.
Very truly yours,
X F. CARTER ENGIda�
NEEERIINGCOMPANY, PLLC
X"_
( .
Kevin F. Carter, P.E.
President
714 NINTH STREET, SUITE 207A — DURHAM, NORTH CAROLINA 2770S NC LICENSE: P-1210
PHONE: [phone] EMAIL: kevin.carter carteren ineerin com an .com SC LICENSE: COR 5214

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State of North Carolina
Department of Environment and Natural Resources
DWR Division of Water Resources
15A NCAC 02T .0105 -- VARIANCE/ALTERNATIVE DESIGN REQUEST
Division of Water Resources VADC 10-14 & SUPPORTING DOCUMENTATION
Application Number: (if applicable, to be completed by DWR)
I. APPLICANT INFORMATION:
1. Applicant's name: CITY OF DURHAM, NORTH CAROLINA
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
3. Signature authority's name: DONALD F. GREELEY. P.E.. PLS per 15A NCAC 02T .0106(b) Title: DIRECTOR OF WATER
MANAGEMENT
4. Applicant's mailing address: 1600 MIST LAKE DRIVE
City: DURHAM State: NC Zip: 27704-
S. Applicant's contact information:
Phone number: (919) 5604381 Email Address: don.creeley(&durhamnc.gov
III. PROJECT INFORMATION:
1. Project name: ENO RIVER FORCE MAIN RELOCATION
2. Project status: ® Proposed ❑ Existing (if existing, Permit Number: )
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: KEVIN F. CARTER, P.E. License Number: 10952
Firm: K. F. CARTER ENGINEERING COMPANY, PLLC
Mailing address: 714 NINTH STREET, SUITE 207A, BUILDING BOX 808
City: DURHAM State: NC Zip: 27705-
Phone number: [phone] Email Address: [e-mail]
IV. VARIANCE REQUEST:
1. Provide a detailed list of specific criteria that a variance request is submitted for:
(e.g., NCAC 02T.0305(f) - Separation, MDC for Pump Stations / Force Mains 3.04(A)(1)(b) — Discharge Piping Velocity, etc)
SHEET 4-STA. 13+95 WELL LOCATED WITHIN 100-FEET REF.IX.1
SHEET 6 - STA. 23+32, WATERLINE CROSSING CLEARANCE LESS THAN 18" (REF. IX.11
SHEET 6 - STA. 25+22 WATERLINE CROSSING CLEARANCE LESS THAN 18" REF. IX.1
FORM: VADC 10-14 Page I of

Applicant's Certification per 15A NCAC 02T .0106ib1:
1, �DONALD F. GREj=LEY, P,E., PLS, DIRECTOR OF WATER MANAGEMENT attest that this request for
(Signature Authority's name & title from Request Item 1.3.)
ENO RIVER -FORCE MAIN RELOCATION
(Project name from Request Item I1.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all required parts of
this request package are not completed and that if all required supporting information and attachments are not included, this request
package will be returned to me as incomplete. I understand that by certifying this variance request, I shall adhere to the
requirements of the variance approval should it be approved and all permit conditions should the permit be approved.
NOTE — in accordance with General Statutes 143-215.6A and 143.,215.513, any person who knowingly makes any false statement,
representation, or certification in any request package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
Professional Engineer's Certification:
I, KEVIN F. CARTER P.E. attest that this request for
(Professional Engineer's name from Request Item 111.1.)
ENO RIVER FORCE MAIN RELOCATION
(Project name from Request Item 11.1.j
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 oroaosed design, in accordance with 15A NCAC D2T.0105€ni will provide: eoual or better treatment of the waste:
equal or better protection of the waters of the state: and no increased potential for nuisance conditions from noise. odor. or vermin.
I further attest as been prepared in accordance with this request 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 request package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
................... ........
�An„
10952
F.0
FORM: VADC 10-14 Page 2 of 2