WQ0042258_Application (FTSE)_20200111

DocuSign Envelope ID: OB70EB64-653643D5-A497-CFOEBDE95BE4
15 .
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUNIENTATION
Application Number: _d ao 0 (-12 Z S ✓ (to be completed by MR)
All items must he completed or the application %vill he returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Holly Springs. NC (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: Kendra D. Parrish per I5A NCAC 02T .Ol (16(h)
Title: Executive_Director_ofUtiI'ties and Infrastructure Services
4. Applicant's mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 22i4_0-
5. Applicant's contact information:
Phone number: (919) 77-j Se) Email Address: kendra.narrishrhollvsnringsnc.gov
11. PROJECT INFORi1tATION:
I. Project name: L1-6243 -Holly Springs Road Widening Phase 2 «Qtlt)1717t)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WOOO17170 and issued date: Unknown J t. tl 111Zo0 D
f new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: W
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.655367 Longitude: -78.919577
5. Parcel ID (if applicable): NIA
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Nate Harvey License Number: 045249
Finn: Kimlev-Horn & Associates. Inc.
Mailing address: 300 Morris St. Suite 200
City: Durham State: js Zip: '17(1 -1.111
Phone number: (2 9) M-4ft.9-2 Email Address: nate.han,ey Ca kimley-horn.corn
IV. WASTEWATER TREATMENT FACILITY (MAN'TF) 1NFOWNIAT1ON:
I. Facility Name: Ultlev_Greek_Water Reclamation Facility Permit Number: NCO063096
Owner Name: TQsvn_of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different titan W%N'TF):
I. Permit Number(s): WQ0017170 Downstream (Receiving) Sewer Size: I6 inch
System Wide Collection System Permit Number( of applicable): WQCSOO192
Owner Name(s): Town of Holly Springs
FORM: FTA 04-16 Pagel of 5

DocuSign Envelope 10: 0870EB64-053643D5-A497-CFOEBDE95BE4
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORM1ATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE. IIEGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Officg
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality -Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional_Of_fice
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, lredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgeeombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquolank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Reaional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 S SUPPORTING DOCU,NIENTATION Page 3 of 3

DocuSign Envelope ID: OB70EB64-0536-43D5-A497-CFOEBDE95BE4
E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 14 -
2l 5.67(a).
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the Feld.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
11. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T :0305(h)(1), submit documentation of power reliability for pumping stations.
i This alterative is only available for average daily floxvs less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Private]y-Oii ned Public Utilities):
❑ Per 1.5A NCAC 02T .01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
O Provide a letter from the North Carolina Utilities ConunisstoWs \Vatcr and Saver Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from IIOAIPOA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
D Per 115A NCAC 02T.0115(c), submit the properly executed O erational Agreement rORNI: HOA .
O Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per I5A NCAC 02T .0115(b), submit the properly executed operational Agreement tFORN1: DFV).
Fa• more infom-nmation, visit the Division's collection sYslems iveb ite
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

W000 BIZ e" 1--7
DocuS gn Envelope ID: OB70EB64-0536-43D5-A497-CFOEBDE95BE4 C Tel o011; � -CC ble4Ic „
State of North Carolina
Department of Environmental Quality
Dwk Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Wamr Resources INSTRUCTIONS FOR FORNI: FTA 04-16 d SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and for;e mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 1AA
NC:%C n2•r, 15A NCAC 02T .03011, Di%ision policies and good cn lincering practicess.
While no upfront engineering design documents are required for submittal, in accordance with ISA NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in I iA NCACs? t .030; and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 1 iA `CAC 02T.0303.
Projects not eligible for review -,is the fast tract: process (must be submitted for full technical review):
i Projects that require an environmental assessment in accordance with 15A NCAC IC .0100:
i Projects that do not meet any part ofthe minimum design criteria (NIDC) document:
P, Projects that involve a variance from the requirements of 15A NCAC ?1
1W Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
i STEP or simplex grinder pumps connecting to pressurized system~ (e.g. force mains);
Vacuum sewer systems.
General — When submitting an application, please use the following Instructions as a checklist to order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional inforniation. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major'Modification Application Packages):
® Submit a check or money order in the amount of $$480.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
El Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
O If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item H. I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Pale 5 of the application shall be signed, sealed and dated by a North
OgohnaJit'c+�scd Protcssis�na�ll"t><=,ittccr,
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with .ISA NCAC 021- .0106(b).
Per 15A NCAC 02T .W06(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T A l06(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCU;I+IENTATION Page I of 3

DacuSign Envelope 10: OB70EB64-05364305-A497-CFOEBOE95BE4
V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-O�kned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®Nr'A
2. If the Applicant is a Developer of lots to be sold, has a De%elnper's Operational Agreement (VORM: DFX) been attached?
❑ Yes ❑No ®N+A
3. ]f the Applicant is a - 'r„ v Qwner,;'&;:ociation. haq an Operational n ` n been attached`?
❑ Yes ❑No EN . -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 / 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: % Domestic/Commercial % Commercial
% Industrial (Scc I iA1,NCAC O"T ,(t 103{?t1))
`-GIs there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. Hasa flow reduction been approved under UA NCAC WIT .01 14(f)'? ❑ Yes ❑ No
�- If ves, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(1))
Daily Design Flow
No. of Units
Flo►►
gal
GPD
gal
GPD
gal?
GPD
gal?
GPD
gal?
GPD
gal'
GPD
Total
0GPD
a See ISA NCAC 02T .01 143 h d c I and e ? for caveats to wastetikater 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 [in table 15A NCAC 02T 01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: f) GPD (per 15A NCAC 02 0 4)
Do not include future flows" or previously permitted allocations
If permitted flow is zero, indicate why.
❑ Pump Station or Grav ity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
® Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

D4c:uS gn Envelope ID: 0870EB64-0536.43D5-A497-CFOEBDE95BE4
VII. GRAVITY SEVER DESIGN CRITERIA (If Applicable) -02T .0305 & N I D C (Gra%it% Sewers):
I. Summarize gravity server to he permitted:
Size (inches)
Length (feet)
Material
21
65
PVC
20
139
DIP
8
1,001
PVC
Zo
Section 11 & 111 of the MDC for Permitting of Gray ity Se%kers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
i O%ersizing lines to meet minimum slope requirement is not allowed and a violation of the fINiDC
VI11. PUi11P STATION DESIGN CRITERIA (If Applicable) —112T .0305 & NI DC (Pump Stations/Force Mains):
COMPLETE: FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name' N A - no change in Flow to downstream pump stations
2_ Approximate Coordinates (Decimal Degrees): Latitude; Longitude: -
3. Design now of the pump station: millions gallons per day (firm capacity)
4. Operational point(~) of the pump(s); — gallons per minute at feet total dynamic head (TDt 1)
5. Summarize the force main to he permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
20
3.994
DIP
16
140
DIP
iq
G_ Ponerrel. iabiIity in accordance with 15A `LAC Its" ,tE;tl„Ui!;;
❑ Standby power Source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13);
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must he permanent to facility
Or if the pump station has an a% erage 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 %%ith plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall he demonstrated to the Di%ision that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i 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 poser source or pump, including travel timeframes, shall he provided
in die case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

DocuSign Envelope ID: OB70ES64-0536.43015-A497-CFOEBDE95BE4
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 021'_,0�Wffl & fig) ® Yes ❑ No
% 15A NCAC 02T_0305(f) contains minimum senarations that shall be nro� ided for sewer systems:
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 oversewer
1S 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 I or
Class 11 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 nonnal
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 Pools
10 feet
Final earth grade vertical
36 inches
% 15A NCAC 02T.0302-W, contains alternatives where separations in 021'.03051 f) cannot be achieved.
i **Stream classifications can be identified using the Division's IBC Surface Water Classification.; wehaLig_c
i If noncompliance with 02T.0 305(t) or( 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
% 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 i\CAC 112B {0_040 ❑ Yes ❑ No ® N'A
This would include Trout Buffered Streams per_(3 Nf'A(- ' B4O202
4. Does the project require co%erage?authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Infonnation can be obtained from the 401 &- Buf(ti- Pori ittiaa�f'-anctt
5. Does project comply with I, A \CAC 02T 016i (Of6) (additional pennits;certifications)? ® Yes ❑ No
Per 1 5LJ %&'A(' 11'_�f.Q;45(cii6 , directly related environmental permits or certification applications are being prepared, Katie
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, ctc_),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I SA 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 undennines 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).
11 igh priority lines shall be inspected by the permittee or its representati%e at least once every six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

DocuS�gn Envelope 1D; OB70EB64-053643D5-A497-CFOEBDE95BE4
X. CERTIFICATIONS:
I. Does the submitted system comply with I iA NCAC 021., the }litlimum De iun_Criter t'or the Permitting! of I'umn Stations
and rorce \iains (latest %crsion), and the Gra.,it,. Sc%%er hlinirnum,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. Al2proval of the request is requirgd 12rior to - it ri I of the Past Track Application and. a or i o r n s
2. Professional Engineer's Certification:
1, Nate Harvu_ _ _ attest that this application for
(Professional Engineer's name from Application Item 11I,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 hest of my knowledge. I further attest that to the hest
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 de%eloped certain portions ofthis
submittal package, inclusion of these materials under my signature and seal signifies that I ha%e reviewed this material and
have judged it to he consistent with the proposed design.
NOTE — In accordance n ith 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 he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000, as well as civil penalties up to $25,000 per violation.
``,,itt1•tlltffl'���/ .
North Carolina Professional Engineer's seal, signature, and date:
SEAL
045249 4i
41
rill
3. Applicant's Certification per 1 SA NCAC 02T .0106(b):
1 _ Kendra D. Parrish, Executive Director of Utilities and Infrastructure Services attest that this application for
(Signature Authority's name & title from Application Item 13.)
has been reviewed by me and is accurate and complete to the best of my know ]edge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachment~ 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 Di%ision of Water Resources should a condition
of this permit he 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 he returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-21 i.6A and 141-21i.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 %%ell as civil penalties up to $25,000 per violation.
DocuSigned Gy
��t,In. M PaYriS�, 1/5/2021
Signature: t,.tei,,g _ _ Date:
FORM: FTA 04- 16 Page 5 of 5

Kimley .>> Horn
January 4, 2021
NC Department of Environmental Quality
Division of Water Resources
1628 Mail Service Center
Raleigh, NC 27699-1628
RE: U-6243 - Holly Springs Road Widening Phase 2
Fast -Track Sewer Application for Town of Holly Springs
Mr. Robinson:
The Town of Holly Springs has retained the services of Kimley-Horn and Associates, Inc. to design
and permit wet utility relocations related to the U-6243 project in Wake County, NC. The proposed
relocations in the attached permit application include 3,994 linear feet of 20-inch sewer force main
(upsize from 16-inch), 140 linear feet of 16-inch sewer force main, 1,001 linear feet of 8-inch gravity
sewer main, 139 linear feet of 20-inch gravity sewer main, and 65 linear feet of 21-inch gravity sewer
main along new alignments that will accommodate the proposed roadway and drainage
improvements.
The existing sewer force main is in direct conflict with proposed storm drainage in multiple locations
and cover on the pipe would be reduced to less than minimum allowable cover in other locations by
the proposed roadway widening. The relocated sewer force main will be located within the proposed
roadway pavement in the NCDOT right-of-way connecting to the existing sewer force main.
The existing sanitary sewer gravity mains are also in direct conflict with the proposed storm drainage
and roadway improvements and will be relocated as the same size, but as P-401 lined ductile iron
where required by NCDOT. The relocated gravity mains will lie outside the proposed roadway
pavement where possible with perpendicular crossings and connections to existing sewers as
exceptions.
This project will create no additional flow to the system; the proposed relocations are required to
accommodate the construction of roadway and drainage improvements related to the project.
Kendra Parrish, PE, Executive Director of Utilities and Infrastructure Services, and Nate Harvey, PE,
Kimley-Horn and Associates Project Engineer, have certified the attached Fast -Track Application. It
is our understanding that a completed Flow Tracking/Acceptance form is not required, as no
additional flow is to be allocated with this permit.
Attached please find the following items for your review and approval:
• One (1) PDF of the completed Fast -Track Application form
• One (1) $480 check, payable to NCDEQ, for the application fee — to be sent via postal mail
• One (1) Project Vicinity Map on USGS Topographic base map
• One (1) Project Area Map on Aerial base map
Please contact me with any questions or issues concerning the application at [phone] or
Nate.Harvev(@kimlev-horn.com.

Kimley Morn
Best Regards,
KIMLEY-HORN AND ASSOCIATES, INC.
Nate Harvey
Utilities Design Engineer
300 West Morgan Street Suite 1500, Durham, NC 27701
Page 2

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Legend
Project Corridor
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Figure 1: USGS Topo Map
Town of Holly Springs NC
Date- 12/28/2020

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Legend
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ti • : t RouteClass
;r `{ o x �"#f�% Projected Route
Project Corridor to s - n4�`,
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�• �� --�� Interstate
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heymm By:
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Figure 1: Aerial Road Map
Town of Holly Springs, NC
Date; 12/28/2020

Robinson. Jason
From: Rachel Ingham <[e-mail]>
Sent: Monday, February 1, 2021 8:59 AM
To: Harvey, Nate; Robinson, Jason; Kendra Parrish
Cc: Cangemi, Catie; Beck, Chad; Tim Athy; Cashion, Ted; Deck, Erin M
Subject: RE: --[EXTERNAL]--RE:----RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit
Application Package
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
' ga t 5aarn.
Jason and Nate,
Thank you for your detailed explanations. I agree that we should issue as a new permit as we are only replacing roughly
4-25% of the lines on the existing permit.
Jason, thanks again for your help and guidance — please let us know what you need from our end in order to proceed.
s Rachel Ingham, PE Utility Engineer
Town of Holy Springs Utilities & Infrastructure Services
PO Box 8 1128 S Main St ( Holly Springs, NC 27540
' o Office: [phone] ( Cell: [phone]
www.hollvsoringsnc.gov
From: Harvey, Nate <[e-mail]>
Sent: Monday, February 1, 20217:47 AM
To: Robinson, Jason <[e-mail]>; Rachel Ingham <[e-mail]>; Kendra
Parrish <[e-mail]>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<[e-mail]>; Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE:----RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Jason,
That sounds reasonable on my end. Rachel, can you confirm that this is acceptable to the Town?
Thanks,
Nate Harvey, P.E.
Kimley-Horn 1 300 Morris Street, Suite 200. Durham, NC 27701
Direct: 919-678-4083 1 Mobile: [phone] l www,kimley-horn.com
From: Robinson, Jason <[e-mail]>
Sent: Friday, January 29, 20215:01 PM
To: Harvey, Nate <Nate.Harvev2kimlev-horn.com>; Rachel Ingham <[e-mail]>; Kendra
Parrish <kendra.parrish@holiysl)rinesnc.us>
Cc: Cangemi, Catie <Catie.Can emi kimle-horn.com>; Beck, Chad <[e-mail]>; Tim Athy

<[e-mail]>; Cashion, Ted <ted.cashion(a)ncdenr.eov>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE:----RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Thanks Nate and Rachel.
I'm thinking the easiest way would just to be to issue a new permit with the new lines. If we do that, we technically
should revise the old permit to remove the lines from the old permit that will be in the new permit.... However, since
it's an older permit (2000), and it's not even in our database, I don't really see the value in that.
So unless anyone objects, we just plan to issue a new permit with the new lines it.
Thanks!
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting U dates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lmv and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Harvey, Nate [mailto:[e-mail]
Sent: Friday, January 29, 20214:52 PM
To: Rachel Ingham <rachel.in ham holl s rin snc. ov>; Robinson, Jason <iason.t.robinson(a ncdenr.Qov>; Kendra
Parrish <kendra. arrish holl s rin snc.us>
Cc: Cangemi, Catie <Catie.Caneemi kimley-horn.com>; Beck, Chad <Chad.Beck @kimley-horn.com>; Tim Athy
<tim.athy hollysprinQsnc.us>; Cashion, Ted <[e-mail]>; Deck, Erin M <erin.deck ncdenr. ov>
Subject: RE: --[EXTERNAL]--RE:----RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason/Rachel,
Thanks for your emails, hopefully I can shed some light.
• All of the sanitary work is relocation of existing facilities without new flows.
• The force main work is replacement of 4,134 LF of the existing 16" FM with 20" with a little 16" at the tie-ins.

• All gravity sewer work is size -on -size replacement, with a few material changes to ductile iron due to being
under NCDOT pavement.
o Our survey picked up the large diameter interceptor that runs parallel to Middle Creek as 21", matching
the Town's GIS. It's not outside the realm of possibility that the existing line was 30" and survey missed
the pipe size. We will work to verify as soon as possible.
0 20" Ductile was selected where a material change is required in order to match inside diameters with
the 21" PVC and because 21" DI is not a readily available size.
o If the large gravity sewer being relocated is actually 30", we intend to replace with 30".
Since the gravity sanitary sewer is simply replacement in -kind within the same ROW/easement, does it fall under
Permitting by Regulation 15A NCAC 02T .0303? If so, perhaps the cleanest approach is for us to revise the permit,
removing the gravity sewer and permit the new upsized force main under a new permit?
We are happy to pursue whichever approach is preferred. If helpful, we can set up a meeting to discuss at your
convenience.
Thanks,
Nate Harvey, P.E.
Kimley-Horn 1 300 Morris Street, Suite 200, Durham, NC 27701
Direct: 919-678-4083 1 Mobile: [phone] vry vv.kimle-horn.com
From: Rachel Ingham <[e-mail]>
Sent: Friday, January 29, 20214:43 PM
To: Robinson, Jason <[e-mail]>; Harvey, Nate <[e-mail]>; Kendra Parrish
<kendra. arrish holl s rin snc.us>
Cc: Cangemi, Catie <Catie.Can emi kimle-horn.com>; Beck, Chad <[e-mail]>; Tim Athy
<[e-mail]>; Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE:----RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Hi Jason,
You bring up excellent questions, and I appreciate your help navigating this process. The original application for this
project had gone in as a new permit, and I believe on January 61h there was an email thread regarding switching it to a
mod. I'm not sure how many lines are being upsized or replaced and will let Nate comment on that portion, but based
on your explanation below, it seems like we may want to put this through as a new permit instead?
Rachel Ingham, PE Utility Engineer
Town of Holly Springs Utilities & Infrastructure Services
PO Box 8 1 128 S Main St 1 Holly Springs, NC 27540
.� Office: [phone] 1 Cell: [phone]
www.hollysprringsnc.gov
From: Robinson, Jason <iason.t.robinson ncdenr. ov>
Sent: Friday, January 29, 20213:58 PM
To: Harvey, Nate <[e-mail]>; Rachel Ingham <[e-mail]>; Kendra
Parrish <[e-mail]>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<tim.ath holl s rin snc.us>; Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: --[EXTERNAL]--RE:----RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package

Ni Nate & Kendra,
We've started reviewing the application for this project.
The resubmitted application shows that it is modifying WQ0017170. That permit is not in our current database (BIPAS),
but I was able to locate a copy of it, it was issued back in 2000 (I've included a snippet of it below). The sizes of the lines
in the old permit don't match the sizes of the proposed line in the new permit.
The 2000 permit has 30", 15", 12" and 8" gravity and 16", 6" and 4" FM (see below).
o The 2000 permit has a total of 33,400 LF of gravity line
o The 2000 permit has a total of 16,400 LF of FM
o The 2000 permit has 3 Pump Stations
o The 2000 permit has 51,000 GPD of Flow
But the new app proposes 21", 20" and 8" gravity and 20"and 16" FM
o The new app has includes a total of 1,205 LF of gravity line
o The new app incudes a total of 4,134 LF of FM
o The new app does not include any pump stations.
o The new app does not include any flow.
2000 Permit:
IMAn ni 11011% Spfin4,
%%al,e( oust,
I (rlt tilt'
ur,s;ruaton and opera',ca of 3;T-,o,imxcI% I,cM, haear fret ot'?`��•inch. 1.•s[ r l:rc.tr tccl „t ! ;-
kh.'-Sill) IIf: Car feet of 12-1mh, and _ i.C-.--) 1,-_ir fcct i•. :.h san,tar scti.e: I! y!A? linear tcct
of 16-inch, 4.10 li nca: feet of G•:nrh, a: � l,�fi�j'm.^a :ra „f �•trtth 4 . mai^, me 1 sJ[l
61'%1 pump statrnr, o;xc 370 GI".1 racn; static :, andc~ic s� GP�1 pvr , 9:.tt:ca ,ill 1)(" hiCh
include duI lrt l,un:ps, on -sac nrxl,hlc a. d s ttiu f! high - arcr a atr;ts to scan a the I air Sham arcs
nt the I „m n of I Jolly Sprin. p. and the d wha:pc of a-. a,;fruOr"l 51,0 0 C WI) „`" fUlMic,l=.11
i:o11cctcA «astc%%,xcr Into :tic Tw n of Ilo:l; ct:vm; s:'•s::ar: s'.s cm, purstu .' t, the
apl'i..a;ia t t:cc:%cd January 24, N-'k). nn%, rn c, ,1i :,r,ry u: h the proiM, plan, sCccihcauatts,
and Odic. tu, ,xining data :Icki a J ,; r ,:rc`. h-r r?,- I)crartrrcnt nl I tt*,:rrr,ntcr;
and Natural Iir_u,tincs a:xf ru-Mdc'Cj a;urt of �Jr.s perm:;.
This Pcrntt :C%11,C t l'c;,ntt NO 'A t.)wj t ; l 7a I.::,,a=s:y tssucd c, Ikccrninr 1. 19'1rt a:t.1
sl,,t'.i tic rfti ct„'c fror., tI c ,lax 1). rss'. i.wc uwA resz,r."Icd. slul: b•: sub,c,t tp "IC foll,xti,a�
CM .1wwn% and Itmitalions.
So I guess my question is: are a lot of the lines that are being replaced also being upsized? Or is it possible that some
(many?) of the lines that are described in WQ0017170 are not the same that are being replaced by this project?
When a permit is modified, it rescinds the earlier permit, and the new permit that is issued still needs to include
everything that was in the original permit that will stay in operation. But we're trying to determine if we should actually
modify the old permit, or if would just make more sense to create a new permit that only includes the items in the new
application.
Thanks,
Jason

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting U dates**
E moil correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Harvey, Nate [mailto:Nate.Harvey@kimlev_-horn.com]
Sent: Monday, January 11, 20214:06 PM
To: Robinson, Jason <[e-mail]>; Rachel Ingham <[e-mail]>; Kendra
Parrish <kendra. arrish holl s rin snc.us>
Cc: Cangemi, Catie <Catie.Can emi kimle-horn.com>; Beck, Chad <[e-mail]>; Tim Athy
<tim.ath holl s rin snc.us>; Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
Just wanted to clarify, do you need hardcopies of the cover letter and site maps? They were included in PDF form in my
email from 1/5 and are attached to this email for convenience. We can send hardcopies if required.
Thanks,
Nate Harvey, P.E.
Kimley-Worn [300 Morris Street, Suite 200, Durham, NC 27701
Direct 919-678AO831 Mobile: [phone] ww%v.kimlev-horn corn
From: Robinson, Jason <[e-mail]>
Sent: Monday, January 11, 20213:58 PM
To: Harvey, Nate <Nate.Harve kimle-horn.com>; Rachel Ingham <[e-mail]>; Kendra
Parrish <[e-mail]>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<tim.ath holl s rin snc.us>; Cashion, Ted <[e-mail]_>; Deck, Erin M <erin.deck ncdenr. ov>
Subject: RE: --[EXTERNAL]--RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Hi Nate,

We did receive the check.
The accompanying documents described in the application need to be submitted as well (cover letter (instruction B) and
site maps (Instruction F).
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
1319-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and maybe disclosed to
Third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Harvey, Nate Imailto:[e-mail]
Sent: Thursday, January 7, 2021 10:12 AM
To: Rachel Ingham <rachel.in ham holl s rin snc. ov>; Kendra Parrish<[e-mail]>; Robinson,
Jason <mason.t.robinson ncdenr. ov>
Cc: Cangemi, Catie <Catie.Can emi kimle-horn.com>; Beck, Chad <[e-mail]>; Tim Athy
<[e-mail]>; Cashion, Ted <ted.cashion@ncdenrgov>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE: [External) RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
I received delivery confirmation for the review fee check just now. Please let me know if it did not arrive.
The Town is on a very tight schedule to get this project to construction. In order to help us expediently address any
comments or questions you may have, please send them directly to me.
Thank you!
Nate Harvey, P.E.
Kimley-Morn 1 300 Morris Street, Suite 200, Durham, NC 27701
Direct: 919-67840831 Mobile: [phone] www.kimley-horn.com

From: Rachel Ingham <[e-mail]>
Sent: Wednesday, January 6, 2021 12:07 PM
To: Kendra Parrish <kendra. arrish holl s rin snc.us>; Harvey, Nate <[e-mail]>; Robinson,
Jason <iason.t_robinson2ncdenr.eov>
Cc: Cangemi, Catie <Catie.Can emi kimle-horn.com>; Beck, Chad <[e-mail]>; Tim Athy
<tim.athy@hollysprin sg nc.us>; Cashion, Ted <ted.cashion ncdenr. ov>; Deck, Erin M <[e-mail]>
Subject: RE: --[EXTERNAL]--RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Jason,
My apologies — I was wondering whether this should be submitted as a new or existing permit. Thanks for the
clarification, and I will do my best to catch that in the future.
`c:s Rachel Ingham, PE Utility Engineer
Town of Holly Springs Utilities & Infrastructure Services
r PO Box 8 1 128 S Main St I Holly Springs, NC 27540
�,a Office: [phone] 1 Cell: [phone]
o www.hollysprinasnc.gov
400'.
From: Kendra Parrish
Sent: Wednesday, January 6, 2021 11:35 AM
To: Harvey, Nate <Nate.Harve kimIe-horn.com>; Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<tim.athy@hollysprin sg nc.us>; Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Rachel
Ingham <[e-mail]>
Subject: RE: --[EXTERNAL]--RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Also adding Rachel
Kendra D Parrish, PE, CFM
Executive Director of Utilities & Infrastructure Services
C; Town of Holly Springs
�1 PO Box 8 128 S Main Street l I folly Springs. NC 27540
Office: [phone] �e�t«.hollrim*snc.u,
t,u=31 Facebook l-h%itter Inaa+gram
From: Harvey, Nate <Nate.Harvey@kimlev- horn. com>
Sent: Wednesday, January 6, 2021 10:32 AM
To: Robinson, Jason <[e-mail]>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<tim.athy_@hollvsPrin sg nc.us>; Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Kendra
Parrish <kendra.parrish@hollysprin sn�c.us>
Subject: --[EXTERNAL]--RE: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Jason,
The permit number was included in the downstream receiving sewer paragraph. I have updated the application as
requested and re -attached. I know this project is a little convoluted, so please feel free to reach out if you have any
questions. I can set-up a screen share meeting if that helps.

Thanks,
Nate Harvey, P.E.
Kimley-Horn 1 300 Morris Street, Suite 200, Durham, NC 27701
Direct: 919-678-4083 1 Mobile: [phone] j tiw'rri.kimley-horn.com
From: Robinson, Jason <jason.t.robinson@ncdenr.P-ov>
Sent: Wednesday, January 6, 2021 10:21 AM
To: Harvey, Nate <[e-mail]>
Cc: Cangemi, Catie<Catie.Cangemi@kimley'horn.com>; Beck, Chad <[e-mail]>; Tim Athy
<[e-mail]>;'[e-mail]' <kendra. arrish holl s rip snc.us>; Theresa Randall
<[e-mail]_>; Sara Emig <sara.emi holl s rir} snc. ov>; Cashion, Ted
<[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External) RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Nate,
During a quick scan of the application you submitted (attached), I'm not seeing the existing permit number. Section 11.2
should be checked "Existing", and the permit number should be provided:
I. .\I1111.I4 .%% I I%1 I W%
WYA t :titt•. c
'.}q'L.as.t ".�: �-Irtk:t!uaJ J �.ntl•.�[.u:r:: . c+,uettl i't:rncr•htl,
7 �t_yc.ttucc tutJlcssss'� rttttt. 3Cr:�ds,t h i'.+ost.h ly:z ! Sa ':c \t •_' 3' .
} Ilk: I 'cc:+n1'.r !?�_c::rr �f t'st_r:�„ at_i! Inh.t,rr+;,trscr tics:_;:•
:\ppi::a:a', ttt.tlfrtr.u:�3tct, !'� tirnlrfi �!ag� ~'sett
)-
� :its},ll;.ta;', .,�1u.ta iiil�lnl:.tttou
Vlit, l;- t!1!„r'�}4"-il_ttt I-muIAddi-o I,ci_,L•.I!>n :, ;itir—,
11. PRo1Ct I IN1'tIR\I,\I]rF1:
t P$oira n.+sn: t'•6:.: t . fio;i:-`};t;l_..Ro-I.l -VI-I nin- 1'!;.r•;._=
1lpicc.ILon I12VJ-,1 Slams I'lopo5c.1 t. . , i'cmwl 1 %I 't: _ 1'crr... 1'r
IL .1 nit 411fi;lttCn. II1"'.1dc 111: c-,s+trr:_ I!vlltil clic nNo :t N:++ .+s. ! i uo1 .:1%
[: I:cw C+:Ih::rtCRp:i Im: Imp ++1 .t 111A%:V l+:,lcc pr.tt III, tic, ,xn:u1_ l :nnt' 1-!.1111 ct :'.+!°
t t-011:1 . nU,cc 1+r4};::11.:t.;s:,+! %V-11
ipi+se+:alc.Ite tx rdrti.l:,� 11),:cni.11 i),, .,.1 1..+:stt:d: j<,•tt (h'
1'.n�el [I?!tt a;+pJc:.tLicl NA
for i4uCri J}7 t+. Diu+r,! ,luuci•ts,.lstr >r_'u;s )
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates*"
8

F-mail correspondence to and from this address may be so'.Ject to the North Carolina Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Harvey, Nate[mailto:[e-mail]
Sent: Wednesday, January 6, 20219:43 AM
To: Robinson, Jason <[e-mail]>
Cc: Cangemi, Catie <Catie.Can eg [e-mail]>; Beck, Chad <Chad.Beck@kimley- horn.com>; Tim Athy
<tim.ath holl s rin snc.us>;'[e-mail]' <[e-mail]>; Theresa Randall
<[e-mail],>; Sara Emig <[e-mail]>; Cashion, Ted
<ted.cashion ncdenr. ov>
Subject: [External] RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
We will have the check overnighted and it will include a transmittal connecting it to this application.
Yes, the existing lines were under an existing permit and we included the existing permit number on the application.
Thanks,
Nate Harvey, P.E.
Kimley-Horn 1300 Morris Street, Suite 200, Durham, NC 27701
Direct: 919-678-4083 i Mobile: [phone] NyP,,Ay.kimlev-horn.com
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, January 6, 2021 9:20 AM
To: Harvey, Nate <[e-mail]>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<[e-mail]>;'[e-mail]'<[e-mail]>; Theresa Randall
<[e-mail]>; Sara Emig<[e-mail]_>; Cashion, Ted
<ted.cashion@ ncdenr.gov>
Subject: RE: U-6543 Sanitary Sewer Fast Track Permit Application Package
Hi Nate,
Yes, you can send the check to 3800 Barrett Drive. Please make sure to include a narrative that explains exactly what
the check is for, and send it to my attention.
Since this project is a rehab/replace men t/upsize project, were these lines included in an existing permit?

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
—Subscribe to Collection System & Sewer Permitting Updates"
F marl correspornderce to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Harvey, plate maiIto: Nate. Harve kimle-horn.com]
Sent: Tuesday, January 5, 2021 5:23 PM
To: Robinson, Jason <iason.t.robinson@ncdenr_gov>
Cc: Cangemi, Catie <[e-mail]>; Beck, Chad <[e-mail]>; Tim Athy
<[e-mail]>
Subject: [External] U-6543 Sanitary Sewer Fast Track Permit Application Package
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report 51jam.
Good evening Jason,
I hope you were able to enjoy the holidays and that 2021 is starting off on the right foot for you!
I have attached a sewer fast track permit application package for sanitary sewer and force main relocations related to
the U-6543 Holly Springs Road Phase 2 project in Holly Springs. All of the gravity sewer relocations are size -for -size but
some material changes were necessary due to NCDOT requirements. The force main relocation is being upsized in the
same material from 16-inches to 20-inches in anticipation of future conditions and to be consistent with other
relocations on this particular force main. No new flows are being added with this work. I will be standing by for any
questions or comments you may have.
We have the review fee check in hand and can overnight it to whatever address will nest expedite the review
process. I believe we previously send the review fee to 3800 Barrett Dr.
Thanks and I look forward to hearing from you!
Nate Harvey, P.E.
Kimley-Horn 1 300 Morris Street, Suite 200, Durham, NC 27701
Direct: 919-678-4083 1 Mobile: [phone] tiwww-kimle-horn.com
10

Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).
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