WQ0041111_Application (FTSE)_20190819

LETTER OF TRANSMITTAL IICKSON
community Infrastructure consultants
909 Market Street Wilmington,North Carolina 28401 910.762.4200 tel.
TO: NC DEQ DATE: July 30,2019
Division of Water Quality
450 W Hanes Mill Road,Ste 300 RE: City of Eden Remediation Plan
Winston-Salem, NC 27105
336-776-9701 WKD Project No.20120031.01.RA
ATTENTION: Justin Henderson NC DEQM:E-SRP-W-17-0026
We are sending via: ®UPS Ground ❑Regular Mail ❑ Pick-up ❑Hand Delivered
The following items: ❑ Correspondence ❑ Plans ❑ Specifications ® Other as listed below:
COPIES DATE NO. DESCRIPTION
1 7/29/19 FAST-TRACK PERMIT APPLICATION PACKAGE
Nertment of
nwronmen a ua I y
RecpivJUL 31 2019
Winsten Salem
Regiena' Office
THESE ARE TRANSMITTED as checked below:
®For Approval ❑As Requested ❑Approved as Submitted ❑Returned for Corrections
❑For Your Use ®For Review and Comment ❑Approved as Noted ❑Forward to Subcontractor
REMARKS: These pump stations require a variance. The variance has been submitted and is nearing
review. Based on conversations with the Central office,we believe the variance will be approved.
Because of the EPA deadline,we would like to get the fast-track approved,even if that approval
is contingent upon the variance being approved,so that we can advertise the project and begin the
bidding process. Please call with questions,919.256.5658.
Mark Bullins, City of Eden
COPY TO: Project File SIGNEDDp
Daniel K Peplinski,P
Senior Project Engineer

Iv t Department of
Environmental Quality
Received
J✓L 31 2019
Winston-Salem
Regional Office
FAST TRACK APPLICATION
Submitted to
NCDEQ Water Quality Section
Winston-Salem Regional Office
For
THE JUNCTION AND BRIDGE STREET PUMP STATION REHABILITAION
PROJECT (CONTRACT II)
OF THE EDEN REMEDIATION PROGRAM
I
CITY OF EDEN
ROCKINGHAM COUNTY, NORTH CAROLINA
i
WK Dickson Project Nos.20150047.00.RA
State Project No.E-SRP-W-17-0026
July 29, 2019
psWK
WDICKSON
community Infrastructure consultants
PREPARED BY
W.K. DICKSON&CO.,INC.
720 CORPORATE CENTER DRIVE
RALEIGH, NORTH CAROLINA 27607
NC LICENSE NO. F-0374

o, p art ment of
Environrrlental Quality
rDIICKSON Received
community Infrastructure consultants JUL 31 2019
Winston-Salem
July 30, 2019 Regional Office
Mr.Justin Henderson
NCDEQ Winston-Salem Regional Office
Water Quality Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
RE: Fast Track Sewer System Extension Permit Modification
Eden Remediation Program —
Junction and Bridge Street Pump Stations Rehabilitation
City of Eden, North Carolina
WKD Project No. 20120031.01.11A
Dear Mr. Henderson:
The City of Eden plans to rehabilitate both the 5 MGD Bridge Street Pump Station and the 11 MGD Junction
Pump Station.The submitted application below is meant to cover the rehabilitation of both pump stations
as part of the remediation project. The overall Eden Remediation Program aims to repair or replace
damaged sewer, reduce inflow and infiltration, and ultimately extend the reliability and longevity of the City
of Eden's collection system.
Slight adjustments to the force main,to accommodate the proposed valve vaults, are occurring with this
project, but the gravity sewer leading to each pump station is not being affected by the work at the pump
stations. Rehabilitation or replacement of portions of the gravity sewer upstream or downstream of either
um station may be occurring, and that work is included in the pump y g, appropriate phases, previously submitted
for approval.
We are requesting that a modification be made to the sewer collection system permit WQCS00018 to allow
for the rehabilitation of the pump stations as included herein. The Junction Pump Station lies inside the
floodway of the conjunction of the Smith and Dan Rivers and the Bridge Street Pump Station lies inside the
flood plain of the Dan River. Variances for the location of the pump stations have been submitted to the
Central Office of DEQfor review. Both pump stations were originally constructed prior to the mapping of
flood hazards in this area.
As part of this submittal, please find enclosed the following documents for the referenced permit
modification:
• One (1) original and one (1) copy of the Fast Track Sewer System Extension Application (FTA 04-16)
• One (1) check made payable to the North Carolina Department of Environmental Quality (NCDEQ)
in the amount of$480.00.
720 Corporate Center Drive
Raleigh, NC 27607
Tel.[phone]
www.wkdickson.com Transportation • Water Resources • Urban Development • Geomatics

Mr.Henderson
July 29,2019
Page 2
• Two (2)copies of 8.5-inch by 11-inch color copies of the USGS Topographic Map covering both
pump stations depicting the location of the pump stations and closest surface waters
• Two (2) copies of street level maps (aerial) showing general project location for each pump station
• Two (2) copies of the most recently issued existing permit for the collection system
Please do not hesitate to contact us if you have any questions or comments. We look forward to hearing
back from you.
Sincerely,
W.K. Dickson &Co., Inc.
Daniel K Peplinski, P.E.
Senior Project Engineer
Enclosures (2)
cc: Terry Shelton, City Manager
E-File 20120031.oi.RA
�D IICKSON

i
I
State of North Carolina
DWR Department Environmental Quality
� Division of Water Resources
15A NCAC 02T.0300-FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divislon of Water Resources
11 FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: �C�1 l (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 Eden(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility f
❑Federal ❑ State/County ®Municipal ❑ Other
3. Signature authority's name:Neville Hall per 15A NCAC 02T.0106(b)
Title:Mayor lvi. Department or
4. Applicant's mailing address:308 E. Stadium Drive Environmental Quality
Received
City: Eden State:North Carolina Zip: 27288-
5. Applicant's contact information: JUL 3 1 2019
Phone number: 336)623-2110 Email Address: [e-mail] Winston-Salem
II. PROJECT INFORMATION: Regional Office
1. Project name:Eden Remediation Proiect-Contract II(Junction and Bridge Street Pump Stations Rehabilitation)
2. Application/Project status: ❑Proposed(New Permit) ®Existing Permit/Project
If a modification,provide the existing permit number: W000 and issued date: _
If new construction but part of a master plan,provide the existing permit number:W000
3. County where project is located:Rockingham
4. Approximate Coordinates(Decimal Degrees):Latitude: Longitude:- °
5. Parcel ID(if applicable): _
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Daniel K Peplinski License Number:NC PE 029430
Firm:WK Dickson&Co.,Inc.
Mailing address: 720 Corporate Center Drive
City:Raleigh State:North Carolina Zip:27607-
Phone number:[phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Mebane Bridge Treatment Facility Permit Number:NCO025071
Owner Name:City of Eden
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s):WQ_ Downstream(Receiving)Sewer Size: _inch
System Wide Collection System Permit Number(s)(if applicable):WQCS00018
Owner Name(s): City of Eden
FORM:FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
l. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No NN/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 NN/A
3. If the Applicant is a Home/Property Owners'Association has an Operational Agreement(FORM:HOA)been attached?
❑Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N Residential Owned N Retail(stores,centers,malls) N Car Wash
N Residential Leased N Retail with food preparation/service N Hotel and/or Motels I
N School/preschool/day care N Medical/dental/veterinary facilities N Swimming Pool/Clubhouse
N Food and drink facilities N Church N Swimming Pool/Filter Backwash
N Businesses/offices/factories N Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
_%Industrial(See I SA NCAC 02T.0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(fl? ❑ Yes N No I
➢ If Yes provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(1)) Daily Design Flow sib No.of Units Flow
N/A gal/ GPD
gal/ GPD j
gall GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total GPD
a See 15A NCAC 02T 0114(b) (d). (e)(1) and (e)(2)for caveats to wastewater design flow rates (i.e.,minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east ofthe 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)
➢ 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:
N Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain):
FORM:ETA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewcrsl:
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
N/A
➢ 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)-02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:Bridge Street Pump Station
2. Approximate Coordinates(Decimal Degrees):Latitude: 36.487842' Longitude:-79.7 99371'
3. Design flow of the pump station: 5_5 millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): 1 910 gallons per minute at 68 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station): V
Size(inches) Length(feet) Material
18 70 RI DIP
Existing force above is
main is already modification to
permitted; force main
6. Power reliability in accordance with 15A NCAC 02T 0305(h)(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:FTA 04-16 Page 3 of 5

VIL GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
N/A
➢ 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)—02T.0305&MDC(Pum)Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:Junction Pump Station
2. Approximate Coordinates(Decimal Degrees):Latitude:36.484680' Longitude:-79.751555'
3. Design flow of the pump station: 10 millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): 3 475 gallons per minute at 113 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
24 27 RJ DIP
Existing force above is
main is already modification to
permitted; force main
6. Power reliability in accordance with 15A NCAC 02T 0305(h)(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)(I)(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:FTA 04-16 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations 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 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 systems and interceptor drains 5 feet
Any switnminZ pools 10 feet
Final earth grade vertical 36 inches
➢ 15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webmage
➢ If noncompliance with 02T.0305(fl or(g).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 213.0202
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.0105(c)(6)(additional permits/certifications)? ®Yes [-]No
f
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 ❑N/A
➢ 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 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
❑Yes N 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 reauired orior to submittal of the Fast Track Application and sulmortipg documents.
2. Professional Engineer's Certification:
1,` ' won it l K (R)q N sx; attest that this application for
(Professional Engi eer's name from Application Item III.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 I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation,or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.K4`t t tir
.............. ..........
North Carolina Professional Engineer's seal,signature,and date: ` `C\A OARo<� '
SEAL
FNGINEEQ\�0�
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1 e0l' 4A 11 a LV V attest that this application for
(Signature Authority's name&file from Application Item I.3.)
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.
I
Signature: wt IVA 90 Date:7 ; I
FORM:FTA 04-16 Page 5 of 5I,

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ROY COOPER
Governor
MIC14AEL S.REGAN
Secretary
LINDA CULPEPPER 0NQRTWAW0LNA
0lnrcror EnviroMnental Q MMY
August 9,2019
Brad Corcoran,City Manager
City of Eden
P.0 Box 70
Eden, NC 27289
Subject: Variance Request Approval
Junction and Bridge Street Pump Stations Rehabilitation (E-SRP-W-17-0026)
City of Eden—WQCS00018
Rockingham County
Dear Mr.Corcoran:
The Division of Water Resources (Division) has reviewed the submitted variance request received on
May 31,2019 for the subject project. The Division will grant the variance requests for the upgrades of the
Junction Street Pump Station, in accordance with the provisions for alternative design under 15A NCAC
02T.0105(n):
1. Pursuant to the variance request received on May 31, 2019 from W.K. Dickson & Co., Inc., on
behalf of the City of Eden,a variance is granted for the construction and operation of the upgrades
to the Junction Street Pump Station, located within the 100-year floodway of the Smith River,as
indicated on the provided plans and supplementary documentation:
a. Per the provided plans and supplementary documentation,the proposed upgrades shall
include the following items:
i. Watertight hatches on the existing wet well.
ii. All electrical components and the on-site generator shall be located a minimum
of 2-feet above the 100-year flood elevation.
Ill. The valve vault shall be constructed to be watertight.
2. An alternative design is approved for the existing Junction Street Pump Station's access roadway,
located within the 100-year flood elevation and which shall be surfaced with asphalt for improved
access, in accordance with the provided plans and supplementary information.
3. An alternative design is approved for the fuel source for the generator located at the Junction
Street Pump Station, which shall be served by a natural gas line rather than on-site fuel storage
as required by the Minimum Design Criteria, in accordance with the provided plans and
supplementary information.
Regardless of the variance approval, 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.
= North Carolina Department of Environmental Quality I Division of Water Resources
_ 512 North Salisbury 5"et 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
919.7Q7.9000

City of Eden—WQC500018
August 9,2019
All other elements of this project shall be constructed in accordance with all applicable rules and statues
including, 15A NCAC 2T,the Division of Water Resources' (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. Approval
of the variance request does not constitute approval of the permit.
if you have any questions, please contact Christyn Fertenbaugh, P.E.at 919-707-3625 or via email at
0'aW n bi�►ricdenr iv,
Sincerely,
for Linda Culpepper
Director,Division of Water Resources
-�"6y Deborah Gore,PERCS Supervisor
Division of Water Resources, NCDEQ
cc: Daniel K. Peplinski,P.E.,WK Dickson &Co., Inc.( hnssig(iwkdickson cowl
Ken Pohlig,_PhD, P.E., Project Manager, DWI(ken [e-mail])
Winston-Salem Regional Office,Water Quality Section Regional Operations(electronic)
Water Quality Central Files—WQCS00018
PERCS Flies(electronic copy)