WQ0040689_Application (FTSE)_20190122

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-I6 &SUPPORTING DOCUMENTATION
Application Number A 00 lv (to be completed by DWR)
All items must be completed or the anolication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish, P.F. per 15A NLAC 02'f .01061h1
Title: j]irector of &reinccrine
4. Applicant's mailing address:128iuth Main Street
City: HolySgr'Ipg6 State: 1C Zip: 7 4
5. Applicant's contact information:
Phone number (29) M-39A Email Address: kendra.pardshnohollysldnL-snc.us 04
H. PROJECT INFORMATION: S 0.9-6- " er-n i 5 l DV-%0l t%�Srri --5S nC. LtS
1. Project name: Trinity Creek - Phase 3A
2. Application/Project status: ❑X Proposed(New Permit) ❑ Usting Pennit/Project
If a modification, provide the casting permit number. WQ00 and issued date:
If new construction but part of master plan, provide the erasting permit number. WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35 3952 26" N Longitude: - 78 53'00 60"W
5. Parcel ID (if applicable): 0639413344
(or Parcel ID to closest downstream sewer)
NC Dept of Environmental Quality
III. CONSULTANT INFORMATION:
1. Professional Fngincer.R an C. Akers License Number 3 8 JAN 2 1 7� rx
Firm: McAdams Co.
Mailing address: 2905 Meridian Parkway R&lel9b Re"-!onal Office
City: Durham State: NC Zip: 27713
Phoncnumber(919) ILLL000 Email Address: akersmmcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Utley Creek WastewaterTreatment Plan Permit Number NCO063096
Owner Name: Town of Holly Sl2rines
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):��
1. Permit Number(s): WQ Oo3W 6 Downstream (Receiving) Sewer Sizc: /a inch
System Wide Collection System Permit NumberQ
s) (if applicable): WQCS 0-01 A
Owner Name(s): -T-DT lS
FORM: FTA 04-16 Page 1 of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No 0 N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Orcrational Ag i_(FORK DEVI been attached?
❑ Yes ❑ No EJ N/A
3. If the Applicant is a Hemc%Propvrtv Owners' As,,."' ki ii. has an Qniratlonal Agmi-wnt � F[ RM' IIQA1_ been attached?
❑ Yes ❑ No nX NIA
4. Origin of wastewater. (check all that apply):
eResidential 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.01030Q))
—Is them a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a (low reduction been approved under 4 ? Q Yes ❑ No
D If yes, _p eg& a com of now reduction W:oval better
7. Summarize wastewater generated byproject:
Establishment Type (see Q21 1140
Daily Design Flow a,b
No. of Units
Flow
SINGLE FAMILY HOME
255 gal/ UNIT
150
12750 GPD
gay
GPD
gal/
GPD
gay
GPD
gal/
GPD
gay
GPD
Total
12750 GPD
C/
a See 151., N:C'AC 02T .0114ibh (d). fvVI1_and feii2) for caveats to wastewater design flow rates (i.e., minimum Row per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public uscareas;
and residential property located south orcast o fth e Atlan tic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design Row rates for establishments not identified [in table 15A NCAC QT.0114] shall be
determined using available Row data, water using fixtures, occupancy grope tion pattems,and other meas ured data.
12750 /
&. Wastewater generated by project: — GPD (per 15A OIT .0114) t//
i Do not include future Rows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where Row 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 Row expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (if Applicable)-02T.0305& I►J�DC_(Gra%i!y Sctirrrs):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3116
PVC
g
120
DIP
a�
D Section 11 & III ofthc MDC for Permitting of Cavity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes forgravity sewer(s)
D O►ersizing lines to meet minimum slope requirement Is not allovwd and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETER EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -�`_°
3. Design flow ofthe pump station: millions gallons per day (firm capacity)
4. Operational point(s)of thepump(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 sourccor pump with automatic activation and telemetry - 15A NCAC 02T .0305(hxl)(B),
D Required for all pump stations with an averagedaiiy 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)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division thatthe portable source is awned or contracted by the applicant (draft agreement)
and is compatible with the station.
D Iftheportable power sourceorpump is dedicated to multiple pump stations, an evaluation ofah thcpump stations'storage
capacities and therotation schedule of the portable power sourceor pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 o f 5

IX. SEiBACICS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(1)):
1. Does theprojcct comply with all separations found in 15A NCAC 12 3
15A NCAC 02T.0305 contains minimum se arations thatshall be provided for sewers stems•
❑X Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water trains vertical -water over sewer including in benched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical -reclaimed over sewer)
18 inches
Reclaimed water lines horizontal -reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a sourecof drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA,ORW, HQW, orSB from normal
high water (or tide elevation) and wetlands (sec item IX.2)
50 feet
"Any otherstream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
An basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anyswimming pools
10 feet
Final earth grade (vertical)
36 inches
D 14A h' A 0 1-_Q Mto1 contains alternatives where separations in 02T.0305(cannot be achieved.
"*Stream classifications can be identified usingtheDivision's NC-.J%CfMVl+atetCfassiFkatk►n,8 wehn
D If noncompliance with 2 ' see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes ❑ No
See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if thealtemative design criteria specified is utilized in design and construction
D As built documents should reference the location ofareas effected
3. Does theprojcct comply with all setbacks found in theriver basin rules per 15A NCAC O213 .0200? X Yes ❑ No
This would include Trout Buffered Streams per 15A NCAC 213.02tY�
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Q Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the BranCh
5. Does project comply with 15A NCAC 071.0105(cl(6) (additional permits/ccrtificat ions)? 0 Yes ❑ No
Per J,SAI_ -AC 02T.Mac Xh), directly related environmental permits or certification applications are being prepared, have
been applied for, orhave been obtained. Issuanceofthis permit is contingenton issuanceof dependent permits (erosion and
sedimentation control plans, stormwatcr management plans, etc.).
6. Does this project include any scwer collection lines that are deemed "high -priority?"
Per ISA NCAC 02T.0402, "high -priority sewer" means "any aerial scwer, scwer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that un ermines or deteriorates the sewer. No ra.�,( , re,
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Iligh priority lines shall be inspected by the permittee 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: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC. JM, the. bdinimum_Dcsian Cdiedo ii�r she PcrrrLlSllni n ip Stations
and Fi and the Cray ity $cwar Minimum Dcs�n Cril�ria (1a4r,5i version] as applicable?
X� Yes ❑ No
If No, complete and submit the Varian ce/Altemative Design Request application (VADC I0-14) and supporting documents for
review. L4nproval of the Egggest is required prior to subrniltal of the Fast Track AgWication and supporting documents
2. Professional Engineces Certification:
-_AW _ attest that this application for
(Professional Engineer's name from Application item II1.I.)
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. 1 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 forthe Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions ofthis
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 proposcddesign.
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1� �YY_I I)_ _-attest 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 bestof 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 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 Gencral Statutes ;)5&J and 143-215,69, 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: ` r
FORM: PTA 04-16 Page 5 of 5

,. THE TOWN OF
January 16, 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: Trinity Creek Phase 3A
Dear Sir or Madam:
NC rnept of Environmental Quality
Kalcigh Reglonal office
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
A check in the amount of $480.00
0 One original and one copy of the State of North Carolina Fast Track Sewer SJJstem
E,xiension Application (FTA 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 Iocally-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,
Kendra D.+Pash,E., CFM
Director of Engineering
KPase
cc: Project Consultant Engineer, Ryan C. Akers, McAdams Company
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence 441703
3N2
N 17,2018
Engineering Department
P.O. Box 8 - 128 S. Main Street - Holly 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 ARplication for Gravity Sewers Pump
Stations, and Force Mains for extension to the Town of Holly Springs Sewer System
Project: Trinity Creek Phase 3A
Design Engineer: Ryan C. Akers
Address: 2905 Meridian Parkway, Durham, NC 27713
Phone Number: 919-361-5000 Email: [e-mail]
Date Complete Application Package Received by Town: _ o oc a? Qg
Date Approved: IV✓ 1 I gl f (by RLC) (by KDP)
As design engineer for this project, I certify the following (please check fx) 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
o A check in the amount of $480.00 to DENR
z
o A check in the amount of$200.00 Town processing fee
n
0 One original and one copy of the State of North Carolina Fast Track 0
d
Application for Gravity Sewers, Pump Stations, and Force Mains
? o
0 Two copies of FTSE 08-13 Flow Tracking/Acceptance Form 'IV
Z to
0 Two color copies of a 8.5-inch by I 1-inch portion of a 7.5 minute USGS tra
+%
Topographic Map showing project area o'
`-4 a
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally- uired Design and Application Certification O
n
rti
Design Engineer's Signature ��
O
=
�.
�c
In addition, once your constructi i drawings are approved and this application is complete, you
will receive a copy of the Tow 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(fax)
2003 Scwcr Dmipp Appdicalion Certification
04.1 t 2018

NC Dept of Environmental Quality
JAN 2 ? 2r.9 State of North Carolina
WDepartment of Environmental Quality
Raleigh Regional Office 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: Trinity Creek - Phase 3A
More than one FTSE may be required for a single project if the owner of the WWTP 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 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 L
e. WWTP facility's actual avg. flow � ,
f. Total flow for this specific request i 'L
g. Total actual and obligated flows to the facility -7
h. Percent of permitted flow used.
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:
Pump
Station Firm
(Name or Capacity,
Number) MGD
(A)
Design
Average Daily
Flow**
(Firm i pl),
MGD
I.0
(B)
(C)
(D)=(B+C)
(E)-(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg-
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
* 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 Capacity is < 0.
Downstream Facility Name (Sewer): IW +r�U! .� �Uf 1(/l* 5 pa ilk p' -s_
Downstream Permit Number: tip 1 v
Page 1 of 6
FTSE 04-16

11I. Certification Statement:
[ certify to the best of my knowledge that the addition of
the volume of wa tewater 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 Iisted 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.
•ram
Page 2 of 6
FTSE 04-16

'J McADAMS
September 19, 2018
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Trinity Creek Phase 3A
Holly Springs, North Carolina
CRS-18000
NC Dept of Environmental Quality
Raleigh Regional Office
The accompanied Fast -Track Application (FTA 04-16) includes 2,791 lineal
feet of 8'' PVC, 445 lineal feet of 8" DIP. The gravity sewer will be a public
system owned and operated by the Town of Holly Springs. Phase 3A of the
project will consist of approximately 50 residential units. The total wastewater
flow generated by Phase 3A of the project is 12,750 GPD.
Sincerely,
THE JON R. MCADAMS COMPANY, INC.
The John R. McAdams
Company, Inc.
yan C. Aq,P.E.
Raleigh / Durham, NC Senior Project Manager, Residential
2905 Meridian Parkway
Durham, Norlh Carolina 27713 I Enclosures
[phone]
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
[phone]
*AdamsCoxom Designing Tomorrow's Infrastructure & Communities

tCT
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. Sudano, 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:
�WiaA&T;.KM'JI
0-0
AM �111111111L
IDEHNR
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 .0219(1)(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 continents regarding this matter, please contact Mr. Michael D. Alldn
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,
/,--,A. Preston Howard, Jr., P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

Cashion, Ted
From: Kendra Parrish <[e-mail]>
Sent: Thursday, February 28, 2019 11.13 AM
To: Akers, Ryan
Cc: Cashion, Ted; Sara Emig; Robinson, Jason; Deck, Erin M
Subject: [External] Re: Trinity Creek - Phase 3A fast track sewer extension application
f External email..t ' not dlitk links or open attar ments unless you verify. Send all suspicious entail as an attachment toY
Thank you
Kendra D Parrish, PE, MPA, CFM
Director of Engineering
Town of Holly Springs
On Feb 28, 2019, at 11:02 AM, Akers, Ryan <akers mcadamsco.com> wrote:
Correct, there are no high priority lines in Phase 3A, thanks.
Ryan
Ryan Akers i Senior Project Manager, Residential
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x266 I direct 919. 287. 0778 1 mobile [phone] akers mcadamsco.com
www.mcadamsco.com I linkedin I twitter I instagram loin our team
<image002.png>
creating experiences through experience
From: Cashion, Ted <[e-mail]>
Sent: Thursday, February 28, 2019 10:48 AM
To: Akers, Ryan <akers(Wmcadamsco.com>; Kendra Parrish ([e-mail])
<[e-mail]>; Sara Emig <sara.emir @Hollyspringsnc.us>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <erin.deck@ncdenr.i=_ov>
Subject: Trinity Creek - Phase 3A fast track sewer extension application
Ryan and Kendra,
We're reviewing the Phase 3A application. Item IX.6 is marked that this project contains a high priority
line.
Upon your confirmation that there is no high priority line, per your email response below, we'll make
the revision on the application.
Thx
ted

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, February 28, 201910:48 AM
To: 'Akers, Ryan; 'Kendra Parrish ([e-mail])'; 'Sara Emig'
Cc: Robinson, Jason; Deck, Erin M
Subject: Trinity Creek - Phase 3A fast track sewer extension application
Ryan and Kendra,
We're reviewing the Phase 3A application. Item IX.6 is marked that this project contains a high priority line.
Upon your confirmation that there is no high priority line, per your email response below, we'll make the revision on the
application.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
�r
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Monday, February 25, 2019 5:08 PM
To: 'Akers, Ryan' <[e-mail]>; Kendra Parrish ([e-mail])
<[e-mail]>; Sara Emig <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] RE: Trinity Creek - Phase 3B fast track sewer extension application
To expedite, I will note on the application, with this email as verification.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality

Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Akers, Ryan <[e-mail]>
Sent: Monday, February 25, 2019 4:57 PM
To: Cashion, Ted <ted.cashion(@ncdenr.gov>; Kendra Parrish (kendra.parrish@hollysp_ringsnc.usj
<[e-mail]>; Sara Emig <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: [External] RE: Trinity Creek - Phase 3B fast track sewer extension application
External email. Dd nok click -links or open attachmi eats yniess you vetify: Send all suspicious email as' an. attachment to. ;.,>;
'r0ok.3PaGnnc,>ow
Ted - I reviewed Phase 3B, as well as Phase 3A and 3C. I think this box was inadvertently checked form the application
on the project I stole this from to use on Trinity. There are no high priority lines in Phase 3 of Trinity Creek. The gravity
extension permit fully meets 02T minimum design requirements.
Do we have to revise the permits, or can this be struck through as part of the review?
Thanks,
Ryan
Ryan Akers I Senior Project Manager, Residential
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x266 I direct 919. 287.0778 1 mobile [phone] [e-mail]
www.mcadamsco.com I linkedin I twitter I instasram I Loin our team
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From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Monday, February 25, 20191:35 PM
To: Kendra Parrish (kendra.parrish2hollysprinQsnc-us] <kendra.oarrish(@hollvsprinpsnc.us>; Sara Emig
<sara.emig2HollvsorinQsnc.us>; Akers, Ryan <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <erin.deck ncdenr,Qov>
Subject: Trinity Creek - Phase 3B fast track sewer extension application