WQ0039418_Application (FTSE)_20181220

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 DOCUMENTATION
Application Number: )atb` \`
(to be completed by DWR)
All items must be completed or the atmlication will be returned
1. 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 ❑ State -'County ® Municipal ❑ Other
3.
Signature authority's name: Kendra Parrish. PE per 15A NCAC 02T .0106(b)
Title: Enaineerina Director
4.
Applicant's mailing address: 128 S Main St
City. Holly Springs State: NC Zip: 27540-
5.
Applicant's contact information: +(
sox*-• errt•°��° ho �Spr.'ngsnc. u s
Phone number: ( 9) 557-3938 Email Address: ' A• ,tt0. y 911
II. PROJECT INFORMATION:
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1.
Project name: 12 Oaks Phase 9
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2.
Application,'Project status: ❑ Proposed (New Permit ®Existing Permit/Project
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If a modification, provide the existing permit number: WQ0039418 and issued date: August 17, 2017
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If new construction but part of a master plan, provide the existing permit number: WQ00,
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3.
County where project is located: Wakeas
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.679881 Longitude:-78.869887
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5.
Parcel ID (if applicable): 0730826440
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(or Parcel ID to closest downstream sewer)
I11. CONSULTANT INFORMATION:
1. Professional Engineer: Thomas Spaulding License Number: 019375
Firm: Spaulding & Norris. PA
Mailing address: 972 Trinity Rd
City: Raleigh State: NC Zip: 27607-�
Phone number: [phone] Email Address: tom(@,spauldinp-norris.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):
1. Permit Number(s): WQ00874QZ Downstream (Receiving) Sewer Size: il- inch
System Wide Collections, sr�te p eermit Number(s) (if a licable): WQCS d�4A
Owner Name(s): _WS
FORM: FTA 04-16
Page I of 5

V1. 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's Opgrethinal A retmcrit f FORM - DEV been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Homc/Pry a wve ' Association has an O eralional Agmemn nt FORM: HOA been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (Sec 15A NCAC 02T .0103(20))
%, Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Has a flow reduction been approved under l5A NCAC 02T ,01 14tfl? ❑ Yes ® No
iir yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.O1140
Daily Design Flow "-b
No. or Units
Flow
Single Family Home (existing permit)
255 gal/day
440
112,200 GPD
Single Family Home(add to existing permit)
255 gal/day
3
765 GPD
gal/
GPD
gal/
GPD
gav
GPD
gal/
GPD
Total
112,965 GPD
a See IAA hI CAC a2]' 9111 (bL), j{1} anct (AM 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 O.S. 42 -4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA NCAC: 02T 114 shall be
determined using available now d ; water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: GPD (per 15A NCAC 02TAlIdl
D Do not include future flow 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-I6 Page 2 of 5

VIII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
17,093
PVC
8
2,774
DIP
12
632
PVC
12
293
DIP
Ga_
Y Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
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. 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) I Length (feet) I Material
6. Power reliability in accordance with 15A Nrl C 02T .0105(h)i 1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump slat ions' 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

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T ,0305(f)):
1. Does the project comply with all separations found in I SA Ngt 6C UT .0305tf) & (g)
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes [--]No
Setback Parameter*
Separation Re uired
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 im ounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
To2 slo a 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
z 13A bf,AQ 02T.0305LL0 contains alternatives where separations in 0?7.0305�t) cannot be achieved,
• **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaaee
• If noncompliance with 021.0305 t or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [--]Yes ❑ No ® N`A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I SA NCAC 0213 ,0200? ❑ Yes ❑ No ® N. A
i This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage?authorization under a 404 Nationwide or ® Yes [:]No
individual permits or 401 Water Quality Certifications?
�- Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T,0105(0[6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 115A 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 permitlee or its representative at least once every six -months and inspections
documented per 15A NCAC 02Tr0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

-f ` Wy
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NC'AC 02T, the Minimum Qcsipn Criteria for the -.Permitting of Pump Stations
and F❑%ns latest version , and the Gravity Sewer Minimum Design Crila is tlatest version] as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents fat
review. Approval orthe request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, l o rn 1;yaul
Engineer's n*e from Application Item II1.1.)
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, 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 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 M0,000, 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):
attest that this application for
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. 1 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. 1 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 143-215.613, 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.
Signature: 4 WA inn Date: I
FORM: PTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
`` os an 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: Twelve Oaks Phase 9
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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Water Reclamation Facility
b. WWTP Facility Permit #: NC 006-3096
All flows are in MGD
c. WWTP facility's permitted flow 6
d. Estimated obligated flow not yet tributary to the WWTP 0, Cjo
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 1136 (.1122 exis. permit)
g. Total actual and obligated flows to the facility —2_-g j _
h. Percent of permitted flow used I�e•/,
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located 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 Firm Flow**
Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pt),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
12 Oaks �' Q.'L
CJ
* 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 (pi) 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 fins. i Qlronmental Quality
Downstream Facility Name (Sewer):-folye, Oaks `pVpkap 51'� bn
Downstream Permit Number: W9 0030 $ I'' DEC 2 0 2018
Page 1 of 6
Raleigh Regional Office
FTSE 04-16

III. Certification Statement:
I certify to the best of my knowledge that the addition of
the volume 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 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 44-16

LCT
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr.,
Jonathan B. Howes
A. Preston Howard,
Governor
, Secretary
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. Sudan:
�WiaA19WMA,
00
EDEHNR
N(' he0t of Fnvironmentol Quality
D� C 2 G 2018
Raleigh Regional off, -Cc
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.
cc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Since y,
;nv exi —
A. Preston Howard, Jr., P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

SPAULDINO & NORRIS, PA
Planning • Civil Engineering • Surveying
-AT
NC Dept of Fnvironineiitai Quality
DEC 2 0 2018
Twelve Oaks PUD — Phase 9 Permit modification Raleigh Regional Office
Project Narrative:
The Twelve Oaks phase 9 project was previously permitted with 410 lots and is currently
under construction. Revised preliminary plans and construction drawings have been
approved by the Town of Holly Springs to add 3 lots. The only change to the plans were
to add the lots. The road profiles, sanitary sewer, water, storm sewer, and reclaimed
water lines all remained exactly the same as was approved in the origin permit. The only
design change was to add 3 services and additional flow for the 3 proposed lots.

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: Twelve Oaks Phase 9
Design Engineer: Spaulding & Norris
Address: 972 Trinity Rd, Raleigh, NC 27607
Phone Number: 9 1 9-854-7990 E-Mail: tom@spauldingnor(s.com
Date Complete Application Package Received by Town: 0/ / o /,acv F
Date Approved: PLC __(by RLC) (by KDP)
As design engineer for this project, I 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:
Q One original and one copy cover letter including a project 1.ve
d
o A check in the amount of $480.00 to DENR
,n
t 1
(p A check in the amount of $200.00 To cessing fee
C!2.
v 0 One original and one copy of the Stat orth Carolina Fast Track
o
Application for Gravity Seu,ers imp Stations, and Force Mains
co
0 Two copies of FTSE 08- low Tracking/Acceptance Form
0 Two color copies o .5-inch by 11-inch portion of a 7.5 minute USGS
Topographic p showing project area
`R
0 Two co ' of a street level m wing all relevant project areas
0 Tw opies of Watershed C!a si a 'on Form WSCAS 08-13
0 ne copy of the locally-requi ed a ign 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 Departntent • P.O. Box 8, Holly Springs, NC 27540
919-557-3938 • 919-552-9881 (/a )
n
d
4
2003 Sewer Design Application Certification
8.22.16

s4ye,-
IV
SPAULDING & NORRIS, PA
Planning - Civil Engineering • Surveying
Twelve Oaks PUD — Phase 9 Permit modification
Project Narrative:
The Twelve Oaks phase 9 project was previously permitted with 440 lots and is currently
under construction. Revised preliminary plans and construction drawings have been
approved by the Town of Holly Springs to add 3 lots. The only change to the plans were
to add the lots. The road profiles, sanitary sewer, water, storm sewer, and reclaimed
water lines all remained exactly the same as was approved in the origin permit. The only
design change was to add 3 services and additional flow for the 3 proposed lots.
No Dept Of Environmental Quality
DEC Z � 2�118
galeigh Redo nal office

Deck, Erin M
From: Kendra Parrish <[e-mail]>
Sent: Monday, February 11, 2019 12:51 PM
To: Robinson, Jason; Tom Spaulding; Sara Emig
Cc: Cashion, Ted; Deck, Erin M
Subject: [External] RE: RE: 12 Oaks Phase 9
CAUTION: External email. Do not click links -or open attachments unless you verify. Send all sgspfcious grhaii.as-an-attachment to
rePgr�-sAaVl ae, —ux
yes we are ok with this change.
Kendra Parrish, PE, CFM
Director of Engineering
1 Town of Holly Springs
0 c PO Box 81 128 S Main Street I Holly Springs, NC 27540
Office: (9I9) 557-39351 Kendra.Parrish(@hollysprinaasnc.us
Nordt www.hollyspringsnc.us I Facebook I Twitter. Instagram
From: Robinson, Jason <[e-mail]>
Sent: Monday, February 11, 2019 12:02 PM
To: Tom Spaulding <[e-mail]>; Sara Emig <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: RE: 12 Oaks Phase 9
Kendra/Sara,
We're following up on the email below.
Are you okay with modifying the permit to 443 homes (112,965 GPD)? We need your confirmation since you are the
permittee.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates`*

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Robinson, Jason
Sent: Wednesday, February 06, 2019 10:32 AM
To:'Tom Spaulding' <tom s auldin norris.com>;'Sara Emig' <Sara.emig@ Holl s rin snc.us>;
kendra. arrish holl s rin snc.us
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] RE: 12 Oaks Phase 9 —
Thanks Tom,
Kendra Sara are you okay with this change?, (We need to get your confirmation since Holly Springs signed the
application)
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Tom Spaulding <[e-mail]>
Sent: Wednesday, February 06, 201910:03 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>;'Sara Emig' <[e-mail]>;
[e-mail]
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Deck, Erin M <[e-mail]>
Subject: [External] RE: 12 Oaks Phase 9
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Jason, Please see the attached revised sheet from the application.
The correct number of total lots to be permitted is 443.
Thank you
Tom Spaulding, PE, CFM
Principal Engineer

S&C SPAULDI G & NORRIS. PA
k"s:a.i_u� • � iul l:r;��u�•:ring • tiu�t>>ug.
972 Trinity Rd
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
From: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Sent: Monday, February 4, 2019 10:08 AM
To: Tom Spaulding <[e-mail]>; Sara Emig <sara.emigo- Hollyspringssnc.us>;
'[e-mail]'<kendra.parrish(Mhollvspringsnc.us>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Deck, Erin M <erin.deck@ncdenr;gov>
Subject: 12 Oaks Phase 9
Ms. Parrish & Mr. Spaulding,
We are reviewing the application to modify the existing permit for the referenced project.
The application narrative states the original permit was for 440 (this is correct) and the modification is to add 3 new
homes.
However, Item VI.7 proposes 446 homes for 112,965 GPD (this flow is incorrect, 446 homes would be 113,730 GPD).
Should the new Permit be for 443 homes (112,965 GPD or 446 homes 113 370 ? Please confirm via email. We'll need
the permittee (Holly Springs) to confirm.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
ICAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Warning: This email is subject to disclosure under the North Carolina Public Records Law (NCGS 132-1).

•U ■I, U fings
[! ��� IJ _ r oll
�l�r y
�n nonsZ�t
December 10, 2018
NC Dept of Environmental Quality
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 Modification
Project: 12 Oaks Phase 9
Permit # WQ0039418
Dear Sir or Madam:
DEC 2 0 2018
Raleigh Regional Office
Please find enclosed the following items in application for a modification to sewer extension
permit to the Town of Holly Springs existing sewer distribution system:
One original and one copy cover letter including a project narrative
o A check in the amount of $480.00
One original and one copy of the State of North Carolina Fast Track Seiler System
Extension flpplicalion (FTA 04-16)
Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
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.
KiSi cer 1 ,
n i D. Pa ish, P.G., CFM
rect r of Engineering
KP/se
cc: Project Consultant Engineer, Tom Spaulding, PE. Spaulding & Norris
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence #41684
3002
04.17.2018
Engineering Depai- client
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.us