WQ0041360_Application (FTSE)_20191209

State of Noah Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 -� FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 &SUPPORTING DOCUMENTATION
Application Number OI z(to be completed by DWR)
All !tents must be completed or the apWication will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name: Town of Holly Springs (company, municipality, HOA, utility, etc.)
2.
Applicant type. ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatelCounty ® Municipal ❑ Other
3.
Signature authority's name: Kendra D. Parrish. P.E per 15A NCAC 02T .0106tb)
Title: Dicer ctor_ofEngineerina
4.
Applicant's mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540-
5.
AppIicant's contact information:
Phone number (919) 557- 93 Email Address: kendm.12arrishhollyspringsnc.us
�'�°" ePCI C �'`°�LA6Sfr n9 ShC.L11,S
II. PROJECT
INFORMATION:
1.
Project name: Ferguson Warehouse Center
2.
Application. -Project status: ® Proposed(New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number WQ00 and issued date:
If new construction but part of master plan, provide the existing permit number. WQ00
3.
County where project is located: Wake
4.
35.650214 78 857139
Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
5.
Parcel ID (if applicable): 0649212509
(or Parcel ID to closest downstream sewer)
b
III. CONSULTANT INFORMATION:. b
o
1.
Professional Engineer. lames M. smith license Number 18570 ngi
Firm McKim & Creed, Inc. o to•
Mailing address:1730 Varsity Drive, Suite 500 �.
City: Raleigh State: N.C. Zip: 27606- O
d
Phone number. (M) 2�33- 0 1 Email Address:[e-mail] C
A
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1.
Facility Name: Utley Creek Wastewater Treatment Plan Permit Number NCO063096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Pemrit Number(s): WQa01673 Downstream (Receiving) Sewer Size: 019 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 410/f2
Owner Name(s): Town of Holly Springs
FORM: FTA 04-16 Page I o f 5

VL GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate orPublic Convenience and Necessity been attached?
❑ Yes ❑ No ®N A
2. If the Applicant is a Developer of lots to be sold, has a Dc%eloper's Operational A V) been attached?
❑ Yes ❑ No ®N,A
3. if the Applicant is a om err Ow ssociation has an O erauiomrl A Urvement FORM OA been attached?
❑ Yes ❑ No x❑ N+A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation.s ery ice ❑ Hotel andior Motels
❑ School? preschools day care ❑ Mcdical s dental? veterinary facilities ❑ Swimming Pool +Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses soflices s factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: %DomesticCommercial 100 %Commercial
Industrial {See 15A NCAC f1)T .0103(20))
+GIs there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 01f)l 140)? ❑ Yes ® No
r If yes, providew reduction apKaiul_ letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(n
Daily Design Flow a u
No. of Units
Flow
General Business, offices and factories
25 gal/day
100
2500 GPD
gall
GPD
gat,
GPD
gat'
GPD
gat'
GPD
gal/
GPD
Total
2500 GPD
a See 15A NCAC 02T Al 14 h), (d - I an 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 useareas;
and residential property located south oreast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as define d
in GS, 42 -4).
b Per 15A NCAC 02T Al 14(c), design flow rates far establishments not identified [in table 1 iA NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy oroperation patterns, and other meas ured data
S. Wastewatergeneratedby project;2,500GPD (per 1SA NCAC 02T 0114)
i 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.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 20 T.0305 & MDC ffirmity Se rs :
1. Sunmrarize gravity sewer to be permitted:
Size (inches) length (feet) Material
8 536 PVC SDR 35
8 106 Class 350 DIP
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
D 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
I. Pump station number or name:
2. Appro:amate 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 ISA_NCAC 02T .0305(h)(I):
❑ 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
D 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 x 1)(C )
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(hx1)(C):
D 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.
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'stotage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f] & (
➢ I5A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systeny;-
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical)
24 inches
Watermains 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 orizontaI -reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class Il impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA,ORW, HQW, orSB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any otherstream, lake, impoundment, or groundwater lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
I0 feet
Top slopeof embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anyswirruning pools
10 feet
Final earth grade (vertical)
36 inches
➢ 1 SA NCAC 02T.03051e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water la ification5 wabpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if thealterative 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 all setbacks found in the river basin rules per 15A NCAC 0213 .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A N(AC 02T.0105[r)ldi) (additional permits?certifications)?
® Yes ❑ No
Per I5A NCAC 02T.0I05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuanceof this permit is contingenton issuanceofdependentpcmits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection Iines 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 ordeteriomtes the sewer.
❑Yes ®No
➢ if yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Ifigh priority lines shall be inspected by the pernrittee or its representative at leastonce every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FfA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 1 WAC 02T, the Minimum DLL krj_Criteria iur the PcgB, tin& of Pymn Stations
n d Fnree Ma 'n Ig ti: -r v c i un and the Sjrii v ky Spwi!r 4i inimunl lh i •n Lrilc da 1 tesI w it3n I as applicable?
® Yes ❑ No
If No, complete and submit the VarianceiAltemative Design Request application (VADC 10-14) and supporting documents for
review. A val of the request is reqgired igrior u i of the Fast Track AgWication and su=rtingdocuments,
2. Professional Engineer's Certification:
I, James Mark Smith, PE
(Professional Engineer's name from Application Item I11.1.)
attest that this application for
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, Cavity 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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. rn++OO'"OO!!r,
....... .vo4�l ik CA.�yf�j4 ..
North Carolina Professional Engineer's seal, signature, and date: I .•` �'FE ,T '�,
�i� �_ 2i f
SEAL
18570
R
�f,G NE
%,`/ M,A RK 5•
Hli1N�����
3. Applicant's Certification per 15 NCAC 02T .0106(b):
I,_ Vwd a
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 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 systemto surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/orcriminal 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 t hat 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 14_3 215.6B, 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: # Date:
EO RM : FTA 04-16 Page 5 of 5

FAST TRACK SEWER APPLICATION NARRATIVE
Ferguson Warehouse Center
Holly Springs, Wake County, North Carolina
TOHS Project No. 19-02-01
October 8, 2019
Revised: January 21, 2020
Prepared for:
O FERGUSON0
O 2 '-
9
18570� 1Iw9,0 z
'-•,•'�i�.` NG I NEB\\\.y�,�.
Prepared By:
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone]
Fax: [phone]
M&C Project No. 04311-0024

PROJECT NARRATIVE
The purpose of this project is to construct an approximately 89,200 SF Ferguson Warehouse
Center with a 1.0-acre outdoor storage yard. Fut.ire expansion may include an approximately
36,000 SF warehouse expansion, along with a future 0.63-acre outdoor storage yard expansion.
Ferguson will also construct a 2-lane non-residential collector roadway to service the project
along the eastern property boundary. The roadway will be dedicated to the Town of Molly
Springs. Ferguson will construct a portion of this roadway necessary to service the project and
pay a fee -in -lieu for the balance of this roadway to serve adjacent property owners in the future.
The project will extend gravity sanitary sewer approximately 642 linear feet to the eastern
property line, to a;low for a future tie-in by the adjacent property owner.
• 536 LF of 8-inch PVC gravity sewer
41 106 LF of 84nch DIP gravity sewer
This sewer wil, gravity flow to the existing pump station southwest of the property. This pump
station d'scharges flow to the Utley Creek Wastewater Treatment Plant.
The sewage and wastewater collected by this system will be treated at the Utley Creek
Wastewater Treatment Plant:
WWTP Facility Name: Utley Creek Wastewater Treatment Plant
WWTP Facility Permit: #NC0063096
Average daily flow data provided in the attached FTSE is based on the average daily flow as
provided in the "Wastewater Design Flow Rates" in 15A NCAC 02T.0114.
• Serving 100 Employees Q 25/gpd/employee discharging 2,500 gpd (Includes future
expansion).

u 7- -
...•....:~ THE TOWN OF
November 25, 2019
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Application for Sewer Extension Permit
Project: FergusonWarehouse Center
Dear Sir or Madam:
�n
NC Dept of E11v1r0"e.Ua Quaft
DEC - 9 20
Raleigh Regional Offlee
Please find enclosed the following items in application for a sewer extension permit to the Town
of ]-lolly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
c A check in the amount of $480.00
0 One original and one copy of the State of North Carolina Fast Track Seiner Syslem
E%wension Application (1=TA 04-16)
0 Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by 11-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Feet free to contact me at 919-557-3938 should you have any questions or need additional
information in order to process this application.
Since e4D.�Parr
I
K n ra.E., CFM
Director of Engineering
Kease
cc: Project Consultant Engineer, James Mark Smith, PE, McKim & Creed, Inc.
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence #41788
3002
04 17.2018
Engineering Deparhnent
P.O. Box 8 - 128 S. Main Street - HoIly Springs, NC 27540 - www.hollyspringsnc.us

Stale of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: TDWl1 of Holly Springs
Project Name for which now is being requested: Ferguson Warehouse Center
Mom, (Iran orre FTSE ma), he requitedfor a single project if the owner ol'the II•'IITP is rtol responsible fa• till ptoxp
stations along the roule oflhe proposed wasteivaler•,flmr.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Namc: Utley Creels Wastewater Treatment Plant
b. WWTP Facility Permit #: NC 0063096 _.,..,._
All flowv are lea JVIGD
c. WWTP facility's permitted now 6.0
d, Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow _7 ,
f. Total flow for this specific request .0025
g. Total actual and obligated flows to the facility .+gyp
h. Percent of permitted flow usedp
IL Complete this section for each pump station you arc responsible for along the route of (Iris
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (B)=(B+C) (E)-(A-n)
Design Obligated,
Pomp Average Daily Approx. Not Yet Total Current
Station Firm Flow*" Current Avg. "tributary flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD IvIGD Flow Capacity***
arl�
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump talsen out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): farr , cc��
V�
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

Ill. Certification State
IOm d rA,li ccrtil'y to the best of my knowledge that the addition of
tite vo umc of wastewater to be' permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this ptgject is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment print under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections i and II plus all
attached planning assessment addendums Fer which I am the responsible party. Signature of this
form indicates acceptance of this wastmater flow.
Page 2 of
Dale
FTS C 04-1 G

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Scale: 1 "=1000'
vvFM&CREED USGS MAP
1730 Varsity Drive, Suite 500 D sm 1000
Raleigh, North Carolina 27606 FERGUSON Date:
0: 919.233.8091 F: 919.233.8031 HOLLY SPRING Feb. 22, 2019

DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
c�
Note: This form must be submitted with the Fast -Tract Application for QraviSewers �� Cn
Stations, and Force Mains for extension to the Town of Holly Springs Sewer Systems n
cv 1
Project: Ferguson Warehouse Center
rU
Design Engineer: McKim & Creed, Inc. - James Mark Smith, PE
Address: 1730 Varsity Drive, Suite 500 Raleigh, NC 27606
Phone Number: [phone] Email: [e-mail]
Date Complete Application Package Received by Town:
1 �
Date Approved: (by RLC) (by KDP)
As design engineer for this project, 1 certify the following (please check (x) each applicable box):
That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and NCDENR Sanitary Sewer Design
Regulations;
That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
0 One original and one copy cover letter including a project narrative
A check in the amount of $480.00 to DENR
• A check in the amount of $200.00 Town processing fee
s One original and one copy of the State of North Carolina Fast Track
Application for Gravity Sewers, Pump Stations, and Force Mains
f Two copies of FTSE 08-13 Flow Tracking/Acceptance Form
S Two color copies of a 8.5-inch by 1 I -inch portion of a 7.5 minute USGS
Topographic Map showing project area
Two copies of a street level map showing all relevant project areas
One copy of the locally -required Design and Application Certification
L
Design Engineer's Signature t
In addition, once your construc�n drawings are approved and this application is complete, you
will receive a copy of the Town's letter of transmittal to the State as your confirmation that the
application is complete and has been forwarded to the State for permitting. Please contact Sara
Emig at [phone] if you do not receive this confirmation or if you have any questions.
Engineering Department - P.O. Box 8, Holly Springs, NC 27540
919-557-3938 - 919-552-9881 (fox)
z
0
d
2003 Sewer Design Applicatinn Certification
04.11.2018

D1vislon of Wager Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 01-15)
These instructions are to be used when completing form WSCAS for sewer extension projects.
Identifying stream classifications that are affected by the project is necessary:
To determine/confirm the minimum separation distance of sewer system components from
classified waters as specified in 15A NCAC 2T .0305(f)
To determine/confirm any applicable river basin rules that may affect sewer system components
If any portion of the sewer extension comes within 100 feet of any surface water (waterbody) or
wetland a completed form is required. Determine the names of surface waters within 100 feet of the
project or along the project route and utilize either of the below options to determine stream
classification:
Finding Stream Classifications (Map or List)
A map with designated streams and their associated classifications can be obtained at:
http:L/ncdenr.maps.arcgis.com/apps/webappviewer/index.html7id=6e125ad7628f494694e259c80dd64265
+ Find/select the waterbody and record the river basin(s), stream index number and classifications
applicable to the project on the form
or
A listing of stream classifications based on river basin can be obtained at:
http:Uportal.ncdenr.org/web/wg/ps/csu/classifications (see left hand side of webpage)
• Select the river basin(s) (hydrological or alphabetically sorted) where your project is located
• Locate the name of the identified waterbody on the list for the selected basin
• For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point)
• Record the river basin(s), stream index number and classification applicable to the project on the
form
Submittal Instructions
Label any unnamed tributaries as "UT to stream name" as the waterbody name on form per 15A NCAC 02B
.0301(1). See page 2 for additional notes on unnamed streams.
Submit a color copy of a USGS Topographic Map to identify the project area and surface waters. Each map or
maps must show the location of the sewer system and include location identifiers where the system traverses
over or near waterbodies. The map should have location It's for each different waterbody and corresponding
classifications should be recorded.
"Note that these instructions do not need to be submitted"

Note on Unnamed Streams (15A NCAC 0218.03010))
Any stream which is not named in the schedule of stream classifications carries the same classification
as that assigned to the stream segment to which it is tributary except:
unnamed streams specifically described in the schedule of classifications;
unnamed freshwaters tributary to tidal saltwaters will be classified "C'; or
after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class
SA waters by approved dredging projects will be classified "SC" unless case -by -case
reclassification proceedings are conducted.
The following river basins have different policies for unnamed streams entering other states or for
specific areas of the basin:
HIWASSEE RIVER BASIN
Streams entering Georgia or Tennessee shall be classified
"C Tr."
LITTLE TENN RIVER BASIN AND SAVANNAH RIVER
Streams entering Georgia or Tennessee shall be classified
DRAINAGE AREA
"C Tr." Such streams in the Savannah River drainage area
entering South Carolina shall be classified "B Tr."
FRENCH BROAD RIVER BASIN
Streams entering Tennessee will be classified "B."
WATAUGA RIVER BASIN
Streams entering the State of Tennessee are classified
11C 14
BROAD RIVER BASIN
Streams entering South Carolina are classified "C."
NEW RIVER BASIN
Streams entering the State of Tennessee are classified
CATAWBA RIVER BASIN
Streams entering South Carolina are classified
Streams entering Virginia are classified "C," and such
YADKIN-PEE DEE RIVER BASIN
streams entering South Carolina are classified "C."
Streams entering South Carolina are classified "C Sw."
LUMBER RIVER BASIN
Streams entering Virginia are classified "C." Except that all
ROANOKE RIVER BASIN
backwaters of John H. Kerr Reservoir and the North
Carolina portion of streams tributary thereto not
otherwise named or described shall carry the
classification "B," and all backwaters of Lake Gaston and
the North Carolina portion of streams tributary thereto
not otherwise named or described shall carry the
classification "C and B."
CHOWAN RIVER BASIN
Streams entering Virginia are classified "C."
TAR-PAMLICO RIVER BASIN
All drainage canals not noted in the schedule are
classified "C Sw," except the main drainage canals to
Pamlico Sound and its bays which shall be classified "SC."
PASQUOTANK RIVER BASIN
All drainage canals not noted in the schedule are
classified "C."
"Note that these Instructions do not need to be submitted"

State of North Carolina
Department of Environment and Natural Resources 4WRDivision of Water Resources
Zon of Witter Resources Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a I.ISGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://uortal.ncdenr.ora/web/wca/home/ro
Location ID Name of Waterbodyl River Waterbody Waterbody
Basin Index No. Classification
Utley Creek ape Fea 18-7-5.5 C
1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins,
1 certify that as a Registered Professional Engineer in the State of o.••"' - TWO' ,�
North Carolina that l have diligently followed the Division's �\k
14��',SRO
instructions for classifying waterbodies and that the above 44�
classifications are inclusive of the stated project, complete and a O 9 y
correct to the best of my knowledge and belief. _ 2 S L
PE Seal, Signature and Date i 8570
�r
NG I NEB
',�.S MAR _...• •�

Deck, Erin M
From: Sara Emig <[e-mail]>
Sent: Monday, March 2, 2020 5:03 PM
To: Mark Smith; Kendra Parrish; Elizabeth Goodson
Cc: Don Bataille; Bobby Boling; Deck, Erin M
Subject: [External] RE: Ferguson Warehouse Center Fast Track Sewer Extension
Attachments: 2020.01.21.Cover Letter_R£V1.pdf; Pages from FTA-04-16--Update-REVISED.pdf,
FTSE-04-16-REVISED TORS 03.02.2020.pdf
Bdergif ernali, Do not slick linlls-or_opem #adiMents unliess-yolrvenfy. Send 4I1,susplaious email as an attachment to
w-
Erin,
The Town is in agreement with the revised cover letter and revised page 2 of 5 of form FTA 04-016.
The revised FTSE-04-16 completed by the Town is also attached.
Please let us know if you have any further questions.
Thank you,
Sara Emig
Administrative Manager
Engineering Department
Town of Holly Springs
F.O. Box 8 1 128 S. Main Street
Holh Springs, KC 27540
Direet 919-557-3926
From: Mark Smith <[e-mail]>
Sent: Tuesday, January 21, 202010:38 AM
To: Sara Emig <[e-mail]>; Kendra Parrish<[e-mail]>
Cc: Don Bataille <DBata [e-mail]>; Bobby Boling <bobby.baling@ Hollyspringsnc.us>; Deck, Erin M
<[e-mail]>; Mark Smith <[e-mail]>
Subject: RE: Ferguson Warehouse Center Fast Track Sewer Extension
Erin, see responses below to your questions:
We are in the process of reviewing the subject application and require additional information.
• Section V1. 1,2 and 3 were not completed.
o Sections VI.1, 2 and 3 have now been completed.
The narrative discusses future expansion at the site. Does the flow allocated in the project, account far the
future expansion as well? Thank you.
o The total flow has been revised to include the future expansion build -out (100 employees or 2500
gpd)
Sara / Kendra, attached are the following:
0 Updated Fast Track Narrative (indicating 100 employees / 2500 gpd)

• Updated (page 2 of 5 only) Fast Track Sewer extension application (indicating 100 units / 2500 gpd)
• Updated (page 1 of G only) Flow Tracking / Acceptance for Sewer Extension Applications (indicating "Total flow
for this specific request" of .0025 MGD)
I assume once Section li. of the updated "Flow Tracking / Acceptance for Sewer Extension Application" has been
completed by the Town, this information will be forwarded again by the Town to Erin to "slip sheet" into the application
documents.
Feel free to contact me with questions or comments.
From: Sara Emig <sara.emi Holl s rin snc.us>
Sent: Tuesday, January 14, 2020 1:11 PM
To: Deck, Erin M <[e-mail]>; Mark Smith <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Don Bataille <DBataille mckimcreed.com>
Subject: RE: Ferguson Warehouse Center Fast Track Sewer Extension
Mark/Don,
Don and I have discussed these comments by phone, please address these comments accordingly and be sure
to copy us on the response.
Thanks,
Sara Emig
Administrative Nkmager
Engineering pcpurtment
k Torn of Holk Springs
pA. Box
Sp i g s, S. -;5.1 Street
� Hall}� Springs, `C •�-�-lo
Direct 9t9-55--3926
From: Deck, Erin M <erin.deck ncdenr. ov>
Sent: Tuesday, January 14, 2020 11:10 AM
To: [e-mail]; Sara Emig <[e-mail]>; Kendra Parrish
<[e-mail]>
Subject: Ferguson Warehouse Center Fast Track Sewer Extension
Good morning,
We are in the process of reviewing the subject application and require additional information.
• Section VI. 1,2 and 3 were not completed.
• The narrative discusses future expansion at the site. Does the flow allocated in the project, account for the
future expansion as well? Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258

i
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