WQ0040502_Application (FTSE)_20181016

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
ISA NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. 6 0 q bSbL (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Holly Springs (company, municipality, HOA, utility, e1c.)
2. Applicant type: ❑ Individual ❑ Corporation
rp ❑General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kendra Parrish, PE per 15A NCAC 02T .0I06(b)
Title: Engineering Director
4. Applicant's mailing address: 128 S Main St
City: Holly Springs State: NC Zip: 27540-
5. Applicant's contact information: 0
Phone number: (2L9) 557-3938 Email Address: 'ennifer.bullock(ci)holl s rin snc.us a
O
I1. PROJECT INFORMATION: cNi
c7
I. Project name: Bridgewater West Townhomes a co ,o
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project w
If a modification, provide the existing permit number: WQ00 and issued date: 0 oV ,00
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: Wake Z
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6675 Longitude:-78.830278
5. Parcel ID (if applicable): 0730826440
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Thomas Spaulding License Number: 019375
Firm: Spaulding & Norris, PA
Mailing address: 972 Trinity Rd
City: Raleigh State: NC Zip: 27607-
Phone number: (9I9) 854-7990 Email Address: tomnspauldinenorris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Utley Creek Water Reclamation Facility Permit Number: NC 006-3096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. permit Number(s): WQDOl2265 Downstream (Receiving) Sewer Size: i__ inch
System Wide Collection System Permit Numbed s) (if applicable): WQCS 0 qt
Owner Name(s): I <) HS
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N..+A
2. If the Applicant is a Developer of lots to be sold, has a Developer'�Q opal Agreement (FORM; DE;Vbeen attached?
❑ Yes ❑No ®N!A
3. If the Applicant is a Home/Pmperty Qurrers' Association, has an Operational A Freernent (FORM: HOA) been attached?
[-]Yes []No ®N::A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool 1 day care ❑ Medical I dental 1 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: 100 % Domestic!Commercial % Commercial
_ % Industrial (See I $A N AC Q2J-0103(201)
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(n ❑ Yes ® No
If ves, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
Single Family Home
255 gal. -day
28
7,140 GPD
gal.?
GPD
gale
GPD
gal!
GPD
gal!
GPD
gal!
GPD
Total
7,140 GPD
a See 15A NCAC 02T .01 I4(b), (d). (e)(l) 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 of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4.
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 7,140 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Gravity Sewers):
1_ Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
730
PVC
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i Section Ill 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
VII1. 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station) -
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - I SA NCAC 02T .0305(h)(1)(13)_
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.
r 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)):
I. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & ( ® Yes [:]No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided 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 over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class lI impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
AnX building foundation
5 feet
Any basement
10 feet
Toe slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
AnX swimming pools
10 feet
Final earth grade vertical
36 inches
9 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(o cannot be achieved.
7 **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaae
If noncompliance with 02T.0305(f) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ N.-'A
i- 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
7 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
i This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
i Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permiWcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this pennit 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 I5A 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 I5A NCAC 02T, the Minimum Design Criteria for the Pegnitting of Pump Smdcp
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variancer'Altemative Design Request application (VADC I0-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
fessional Engineer's name from Application Item I11.1.)
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, 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 I43.215.613, 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 S 10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
M
Authority's name & title from Application Item I.3.)
,pt1111t111Frlrrrr,
H C At? 0,���'�ii
4� SEAL ter.
1 19375
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attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: t � _ Date:
FORM: FTA 04-16 Page 5 of 5

IOlvlslon of tip Reseeffas
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Holly Springs
Project Name for which flow is being requested: Bridgewater West Townhomes
More than one FTSE may be required for a single project if the owner of the IVIVTP is not responsible for all pump
stations along the route of the proposed wasteivater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit M NC 0063096
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP ,
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 0.00174 _ WRu N 6t
g. Total actual and obligated flows to the facility Z,a
h. Percent of permitted flow used
1I. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Finn Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm! pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Sup
o
it The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pl) 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): SU,�r•ClJ �t�
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I -f, .,, certify to the best of my knowledge that the addition of
the vol me of wast a- ter' to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing
Page 2 of 6
FTSE 04-16

Bridgewater West Townhomes
Project Narrative:
NC Depf of Environmental Quality
OCT 16 2018
Raleigh Regional Office
The proposed Bridgewater West Townhomes are located approximately 0.5 miles east of
the intersection of North Main Street and Steedmont Drive in the Town of Holly Springs,
North Carolina. The site is bound between Cobalt Creek Way to the west, Milpass Dr to
the east, Anchor Creek Way to the north, and Orvis Drive to the south. Bridgewater
West Townhomes includes the construction of 28 units. The twonhomes will be served
by 730 LF of 8" sanitary sewer mains extended to an existing 8" gravity outfall to the
east. The proposed sewer lines will be public mains with a proposed flow of 7,140 GPD.
See the enclosed Utility Plan approved by the Town of Holly Springs.
Project Schedule:
The construction of Bridgewater West Townhomes will begin in August 2018.
Infrastructure construction is estimated to be complete by March 2019. This construction
consists of 28 units. Therefore, complete build -out of the phase and the issuance of
certificates of occupancy for all lots is expected to be in March 2019.

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02 BRIDGEWATER WEST TOWNHOMES
PREPARED FOR:
DAVIDSON HOMES
SEAL:
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n HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA
6005 REEDY CREEK RD.
RALEIGH, NC 27607
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DATE : 7/24/2018
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972 Trinity Road
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PROJECT SURVEYOR:
[ROBINSON
Phan* [phone] Fax [phone]
& PLANTE, P.C.

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water 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:
htt ncdenr.ma s.arc is.com a s weba viewer index.html7id=6e125ad7628f494694eZ59c8odd64265
• 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:
htt: ortal.ncdenr.o web w s 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 ID'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 028.030101)
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 H
BROAD RIVER BASIN
Streams entering South Carolina are classified "C."
NEW RIVER BASIN
Streams entering the State of Tennessee are classified
11C 11
CATAWBA RIVER BASIN
Streams entering South Carolina are classified "C."
YADKIN-PEE DEE RIVER BASIN
Streams entering Virginia are classified "C," and such
streams entering South Carolina are classified "C."
LUMBER RIVER BASIN
Streams entering South Carolina are classified "C Sw."
ROANOKE RIVER BASIN
Streams entering Virginia are classified "C." Except that all
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."
All drainage canals not noted in the schedule are
PASQUOTANK RIVER BASIN
classified "C."
**Note that these instructions do not need to be submitted"

DWR
D1YWen of Water Rescumes
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS 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: htto://oortal.ncdenr.org/web/wa/home/ro
Location ID
Name of Waterbody'
River
Basin
Waterbody
Index No.
Waterbody
Classification
1
Middle Creek
Neuse
27-43-15-(1)
QNSW
1 If unnamed, indicate "unnamed tributary to V, where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's ��„�ti►ti�3i1»+ilurrprry
instructions for classifying waterbodies and that the above ` �ao�� Nis .... o��.,,
classifications are inclusive of the stated project, complete and ti •; aF 1p-X y
correct to the best of my knowledge and belief. • .
PE Seal, Signature and Date 19
%1NI,,100
e

c(T
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. HUnt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 31,1995
Stepanie L. Sudan, P.E., Town Engineer
Town of Holly Springs
Post Office Box 8
Holly Springs, North Carolina 27540
RE: Town of Holly Springs
Request for Adjusted Daily Wastewater Flow
Wake County
Dear Ms. Sudano:
A0C.RMA,
4�ja
C)EHNF1
On March 15,1995, the Division received your wastewater flow reduction request and supporting
documentation concerning wastewater flows associated with present residences within the Town of Holly
Springs. Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per
bedroom as required in required by North Carolina Administrative Code to 255 GPD per household for
single family residential units. In support of your request, water consumption data and wastewater
information was supplied from households located in Holly Springs.
An evaluation was completed by the Division in accordance with 15A NCAC .02190)(3) using the
water consumption data submitted, twelve (12) months of data starting from January 1994. The peak
month was determined to be January 1994 based on average wastewater generated per customer. Using
the upper 10% of the water consumption data for the month of January, eliminating industries, commercial
properties and several inaccurate residential readings, Division staff verified the flow rate of 255 GPD per
household.
In view of the information submitted, the Division of Environmental Management hereby approves
the use of 255 GPD per single family residence in all applicable non -discharge permit applications for
future wastewater collection extensions which will be made tributary to the Town of Holly Springs
Wastewater Treatment Plant (Permit No. NC0063096). This consideration applies to any applicable future
projects submitted to this Division as well as any projects which are presently under review. Wastewater
flows presently tributary to the wastewater treatment facilities can be adjusted upon negotiations between
the Town of Holly Springs and the Raleigh Regional Office.
If you have any questions or comments regarding this matter, please contact Mr. Michael D. Allen
at [phone] ext. 547.
Since y,
v e e4_
/—A. Preston Howard, Jr., P.E.
cc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Deck, Erin M
From: Tom Spaulding <[e-mail]>
Sent: Wednesday, December 5, 2018 5:25 PM
To: 'Sara Emig'; Deck, Erin M; 'Kendra Parrish'
Subject: [External] RE: Bridgewater West Townhomes
Erin, sorry for the delayed response. The units will be served individually with a water and sewer service. No shared
lines.
Thank you
Tom
Tom Spaulding, PE, CFM
Principal Engineer
SPAULDING g NORRIS FA
IVPlanning 6 UVII Engiaerrlar 0.4;1" v�-Llkf,
972 Trinity Rd
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
From: Sara Emig <[e-mail]>
Sent: Monday, December 3, 201811:27 AM
To: Deck, Erin M <[e-mail]>; Kendra Parrish<[e-mail]>;
[e-mail]
Subject: RE: Bridgewater West Townhomes
Correction: The phase 1 permit number referenced in the response to item 3 was actually WQ0033125.
Thanks,

Sara Emig
Administrative Manager
Engineering Department
Town of Holly Springs
P.O. Box 8 1 128 S, Main Street
Holly Springs, NC 27540
OOP Direct 919-557-3926
J
From: Sara Emig
Sent: Monday, December 3, 201811:20 AM
To:'Deck, Erin M' <erin.deck ncdenr. ov>; Kendra Parrish <[e-mail]>;
tom2soauldingnorris.com
Subject: RE: Bridgewater West Townhomes
Erin,
I believe the design engineer, Tom Spaulding, will need to respond to item 1.
For item 2, please revise to "yes".
For item 3, we would prefer to include "Phase 2" in the naming for clarification in our records from the
previous permit for Phase 1 (#08-00780) that was named `Bridgewater West Townhomes." Please name this
project as "Bridgewater West Townhomes Phase 2."
Please let us know if you need any further information from us.
Thank you,
Sara Emig
Administrative Manager
Engineering Department
Town of Holly Springs
Q eP.O. Box B 1128 S. Main Street
Holly Springs, NC 2754o
Direct 919-557-3926
-"& W� From: Deck, Erin M <[e-mail]>
Sent: Friday, November 30, 2018 2:11 PM
To: Kendra Parrish <[e-mail]>; Sara Emig <[e-mail]>:
[e-mail]
Subject: Bridgewater West Townhomes
We are reviewing the application for the referenced project and have the following questions:
1. A couple questions about the townhomes.
a. First, do the townhomes share service lines for utilities? Or does each unit have a separate water and sewer
lateral that tie directly to the main?
b. If the answer to part a is "they share utility lines", how many bedrooms do the townhomes have?
2. Section VI.6 was checked "no," for if a flow reduction has been approved. However, a flow reduction letter was
provided and 255 gpd was used to calculate the flow from the townhomes. With your permission, I will revise
the application to "yes" for this item.
3. The letter signed by Kendra Parrish has the project name as "Bridgewater West Townhomes, Phase 2;" however,
the permit application lists the project name as "Bridgewater west townhomes." Please verify the project
name. If it is to be "Bridgewater West Townhomes Phase 2," with your permission, I will revise the allocation to
reflect the change.

Deck, Erin M
From: Tom Spaulding <[e-mail]>
Sent: Tuesday, December 11, 2018 1:34 PM
To: Deck, Erin M; [e-mail]; [e-mail]
Subject: [External] RE: Bridgewater West Townhomes-Phase 2
Please make suggested revision.
Thank you
Tom Spaulding, PE, CFM
Principal Engineer
SP:1[.'DING &!_ORRIS, Pit
972 Trinity Rd
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
From: Deck, Erin M <[e-mail]>
Sent: Tuesday, December 11, 2018 12:28 PM
To: [e-mail]; [e-mail]
Cc: [e-mail]
Subject: Bridgewater West Townhomes-Phase 2
Good afternoon,
Upon review of the flow tracking sheet for the subject project, it was noted that 0.00174 mgd was used for flow
calculations. The application states that the flow for the project is 7,140 gpd. With your permission, I will make the flow
tracking sheet match the project flow. Please correct for your records. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258

pAAAp�_
T H E T O W N O F 97o__11y 9prin
September 4, 2018
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: Bridgewater West Townhomes, Phase 2
Dear Sir or Madam:
NC Dept of Environmental Quality
OCT 16 2018
Raleigh Regional Office
Please find enclosed the following items in application for a sewer extension permit to the Town
of I -Jolly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
o A check in the amount of $480.00
o One original and one copy of the State of North Carolina Fast Ti-ack Sewer System
Extension Application (FTA 04-16)
0 Two copies of FTSE 04- 16 Flow Track ing'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
Feel free to contact me at 919-557-3938 should you have any questions or need additional
information in order to process this application.
Sincerely,
Kend4PaP. ., CFM
Director of Engineering
KP/se
cc: Project Consultant Engineer, Tom Spaulding, P.E., Spaulding & Norris, PA
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence #41672
3002
04.17.2018
Engineering Deparhuent
P.O. Box 8 - 128 S. Main Street - HoIly Springs, NC 27540 - www.hollyspringsnc.us

DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast -Tract Application for Gravity Sewers. -Pump
Stations, and Force Mains for extension to the Town of Holly Springs Sewer System
Project:
Design Engineer:
Address:
Bridgewater West Townhomes
Spaulding & Norris
972 Trinity Rd, Raleigh, NC 27607
Phone Number: 919-854-7990 E-Mail: [e-mail]
Date Complete Application Package Received by Town:
Date Approved: RC 9 W l2 _(by RLC)
(by KDP)
As design engineer for this project, I certify the following (please check (r) each applicable box)--
0 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;
0 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
o A check in the amount of $480.00 to DENR
o A check in the amount of $200.00 Town processing fee
0 One original and one copy of the State of North Carolina Fast Track
Application for Gravity Sewers, Pump Stations, and Force Mains
0 Two copies of FTSE 08-13 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by l l-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 Two copies of Watershed Classikladon Form WSCAS 08-13
0 One copy of the locally -re tr D s' n and Application Certification
Design Engineer's Signature
In addition, once your construction 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 telephone
Jennifer Bullock at [phone] if you do not receive this confirmation or if you have any
questions.
Engineering Department - P.O. Bar 8,11n11y Springs, NC 27540
919-557-3938 - 919-552-9881 (far)
2003 Sciver Design Application Certification
822 16