WQ0041883_Application (FTSE)_20200804

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
`
Application Number: 0 0 (!o be completed by DWR)
All items must be completed or the a licsrtian will be returned��
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Clayton (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: Joshua Baird. PE per 15A NCAC 02T .0106(bi
Title: Town Engineer NC Dept of Environmental Quality
4. Applicant's mailing address: 11 1 E. Second Street A
UG City: Clayton State: NC Zip: f1 — 2���
ton
Y ._� p: 27520- 1
!I )Z
5. Applicant's contact information: �A
J ` IK
Raleigh Regional Office
Phone number: 9(,19) 553-5002 Email Address: crowland rn_r.townofelavton.org,
IL PROJECT INFORMATION:
L Project name: Academy Pointe Phases 1-2 & 5-9
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00__
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.65774' Longitude:-78.45396
5. Parcel ID (if applicable): 166914-24-5740
(or Parcel [D to closest downstream server)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Andrew Hodge, PE License Number: 21094
Firm: Adams & Hodt;e Eneineerina. PC
Mailing address: 314 E Main Street
City: Clayton State: NC Zip: 27520-
Phone number: [phone] Email Address: [e-mail]
adamsandhodee.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek WRF Permit Number: NCO025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0041028 Downstream (Receiving) Sewer Size. 8 inch
Sk sterr7 Wide Collection System Permit Number(s) f i applicabLol: WQCS00110
Owner Name(s): Town of Clayton
FORM: FTA 04-16 page I of 5

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

Vl. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Onermional Agreement ([=ORIVI: D EV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Hteme-Pgicn tier sociation. has go OKrational . ree ant t O i= He 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 PooI/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: ] 00 % Domestic/Commercial % Commercial
% Industrial (Seel 5NCAQ 02T,O10 20 )
Is there a Pretreatment Program in effect? [:]Yes [--]No
6. Hasa flow reduction been approved under 15A NCAC 42T A 4f f ? ®Yes ❑ No
D If provide a cony of flow reduction anoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0I I I i
Daily Design Flow',b
No. of Units
Flow
apartments (1-2 bedrooms)
240 gal/day
110
26,400 GPD
single family homes (3 bedrooms)
250 gal/day
58
14,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
40,900 GPD
a See HA NCAC 02T .01 J4ib), (d), k- 1) and telt2j 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 I SA NCAC 02T .0114(c), design flow rates for establishments not identified [in table II 5A. NC AC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 40.90p GPD (per 15A F QJ0?T ,01 14)
D 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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (G ravih Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
+/-1,165
PVC
8
fl- 40
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & hi DC: Punt p Stations+Force i'llaius :
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 .0305flig I is
❑ 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)(l XQ
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
Y 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 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

IBC. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) &: (g) ® Yes ❑ No
Y 15A NCAC 02T.0305 contains minimum se arations that shall be rovided for sewers stems
Setback Parameter*
Se aration 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)
19 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"*Any private or public water supply source, including any wells, WS4 waters of Class I or
Class 11 impounded 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
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305 contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
D if noncompliance with 02T.0305 or W. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ NIA
D 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 15A NCAC 02B .0200? ❑ Yes ❑ No ® NIA
D 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 Perm,ltMie Bran-ch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 c G 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 Iines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
➢ 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 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:
1. Does the submitted system comply with 15A NCAC 02T, the iliinimum Design Chlenr for the Pennittine orPunip ' i m
and Force Ninins (latest version). and the Gravity Sever Minimum Desicn Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance;Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is re uired Prior to submittal of the Fast Track Apolication and supportiniz documents.
2. Professional Engineer's Certification:
I,
Andrew Hodge, PE
(Professional Engineer's name from Application Item JR.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 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: �� N C q
�OF E s$/�
= Q SEAL
21094
3 _ Applicant's Certification per 15A NCAC 02T .0106(b): 6/3/2020
I,
(Signature Authority's name & title frw(Application Item I.3.)
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 E43-215.6% 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.
t
Signature: Date:
FORM: FTA 04-16 Page 5 of5

5 } } r T s
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Academy Pointe Ph. 1-2 & 5-9
More than one FTSE maybe required for a single project if the owner of the IVWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Little Creek WRF
b. WWTP Facility Permit #Nc0025453
All flows are in MGD
c. WWTP facility's permitted flow
LCWRF 2.5 + JoCo 1.4 +
Raleigh 1.0 = 4.9 MGD
d. Estimated obligated flow not yet tributary to the WWTP
0.7473 �
e. WWTP facility's actual avg. flow
2.6446
f. Total flow for this specific request
0.0409
g. Total actual and obligated flows to the facility
3.4328
h. Percent of permitted flow used
70.05 %
II. 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 Pump Average Approx.
Not Yet Total Current
Station Station From Daily Flow** Current
Tributary Flow Plus
(Name or Permit Capacity, * (Firm 1 pO, Avg. Daily
Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD
MGD Flow
Capacity***
Clayton-
D.., .;..�. WQ31521 2.5056 1.0022 0.3I06
0.1169 0.4275
0.5747
* The Firm Capacity (design flow) 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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Rollingwood SS Outfall
Downstream Permit Number: W 0037901
Page 1 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Of Signature
Dale
Page 3 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where available capacity is < O.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek. and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital Man contain recommended sco a and Funding for a cal2ital project entitled
Kaw Creek Pump Station gogra, de with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm cal2acity of the 12ump station by October 2015. Inclusion of this proposed cal2ital 12roject as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project_ is priority for
fundine and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the firm pump station capacities identified in Section 11 above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 6 of 6
FTSE 10-18

III. Certification Statement:
I Joshua Baird 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
71*-z0 s O
Signature Date
�sJ(�rrh i✓���n��� .�
Title of Signing OfJrcial
Page 2 of 6
W11[►3:111i1MV

AtrMI]IN d"
Scale:111 feet
Al aYAJLTA 4���1-IaI

VICINITY MAP - ACADEMY POINTE PHASE 1-2
& 5-9
Johnston County assumes no legal responsibility for the information represented here.
kr
ffj�NE P CE, PHASE 2
AP
ACADEMY POINTE PHASE 1-2 &
5-9
FA
f
is Wits /
N�CHU R--CH-
f
X.
J
H.A. MI
►��i_��i� i _I, .ii_�����._ III �i �
f r1Johnston County GIS
�J(The scale Is only accurate when printed portrait on a 0 112 x 11 size sheet with no page scaling.) May 7,2019

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
July 2, 2001
Mr. Steve Biggs, Town Manager
Town of Clayton
Post Office Box 879
Clayton, North Carolina 27520
' `" -* UUL LUUI
s (A`(
Ilk?
;ILA
AM
NCDENR
NORTH C.AROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Town of Clayton
Flow Reduction Approval
Johnston County
Dear Mr. Biggs:
On January 3, 2001, the Division of Water Quality received your flow reduction request for new
single-family dwellings in the Town of Clayton. The letter requests approval of a residential flow value of 250
GPD/residence for any future dwellings that may become tributary to the subject wastewater collection system.
The Division also received additional information on April 3, 2001
The information provided flow records between January 1998 and November 2000 for the WWTP.
The evaluation also included the daily wastewater flows for a 33 day period from February 19 through March
23, 2001 for a select 97 homes in accordance with 15A NCAC 2H .0219(1)(3).
Based upon the information submitted, the Division hereby approves the use of 250 GPD per single-
family residence in all applicable non -discharge permit applications for future sewer line extensions for the
Town of Clayton. This consideration applies to any applicable future projects submitted to the Division as well
as any projects which are currently under review. Regardless of the adjusted design daily wastewater flow rate,
at no time shall the wastewater flows exceed the effluent limits defined in the Town's NPDES nermit for the
treatment facility or exceed the capacity of the sewers downstream of any new sewer extension.
If you have any questions or comments regarding this matter, please contact Mr. Kim H. Colson at
[phone] ext. 540.
Si a ely,
/-Kerr T. Stevens
cc: Raleigh Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/]0% post -consumer paper

ADAM% &HODGE
ENGINEERING, PC
August 4, 2020
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: Academy Pointe Phl-2 & 5-9
Town of Clayton
Johnston County
NC Dept of Environmental Quality
AUG - 4 2020
Raleigh Regional Office
Attached is one original and one copy of a complete Fast Track Application for Gravity Sewers,
Pump Stations, and Force Mains, which includes the following:
1. Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 04-16), signed by Engineer & Town
2. $480.00 Check for Application Fee
3. Flow Tracking/Acceptance for Sewer Extension (Forth FTSE 10-18)
4. USGS Quad Map showing approximate site location
5. Street Level Map
6. A copy of the Town of Clayton's "Flow Reduction Approval" letter
This application is for an extension of the gravity sewer system of the Town of Clayton to serve
Academy Pointe Phi-2 & 9-53. This extension will add approximately 1,205 if of 8" gravity sewer and
will connect to an existing Town of Clayton gravity sewer system. The sewer system will serve 58 single
family homes as well as 110 apartments in this proposed subdivision phase, which is the basis for flow for
this project.
If you have any questions or comments, please give me a call at 980-253-5773 or
email to [e-mail].
Sincerely,
CR", -
Eva King, PE
ADAMS & HODGE ENGINEERING, PC + 314 East Main Street, Clayton, NC 27520 • Office: 919-243-1332 e Firm License # C-4187

Robinson, Jason
From: Donnie Adams <[e-mail]>
Sent: Thursday, August 6, 2020 4:05 PM
To: Cashion, Ted
Cc: Andrew Hodge; Eva King; Robinson, Jason; Donnie Adams
Subject: Re: [External] FW: Academy Point Phases 1,25-9 - Water and Sewer Permits from the
State
+ Exterrra eMail. Do notciick links or open attachments unt ss you verifyr Send all suspicious email asan.attachment to
rnLnc,gov
Ted,
Getting the review done in a couple of weeks will be a huge help!
Thanks!
Donnie Adams, PE
Adams & Hodge Engineering, PC
314 E. Main Street
Clayton, NC 27520
Firm License # 4187
919-763-7278
1^&13 ►DAMS & HODGE
mma ENGINEERING, PC
From: "Cashion, Ted" <[e-mail]>
Date: Thursday, August 6, 2020 at 3:56 PM
To: Donnie Adams <[e-mail]>
Cc: Andrew Hodge <[e-mail]>, Eva King <[e-mail]>,
"Robinson, Jason" <[e-mail]>
Subject: Re: [External] FW: Academy Point Phases 1,2,5-9 - Water and Sewer Permits from the State
Hi Donnie,
We're ok, working through this mess as best we can.
We can probably turn it around in a couple of weeks, is that satisfactory?
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality

Raleigh Regional Office
919-791-4254
ted.cashionancdenr. goy
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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 thin d parties unless the content is exempt by statute or other regulation.
From: Donnie Adams <[e-mail]>
Sent: Thursday, August 6, 2020 2:27 PM
To: Cashion, Ted <[e-mail]>
Cc: Donnie Adams <[e-mail]>; Andrew Hodge <[e-mail]>; Eva King
<[e-mail]>
Subject: [External] FW: Academy Point Phases 1,2,5-9 - Water and Sewer Permits from the State
I? [eir�al a ail. Dp notclick or open atta&- ments urfless }you verify. send all suS�inious.email as an
tta.. _ment'to repa�t,53aarnC�nc.¢av yYY-
Ted,
I hope you are doing well and avoiding COVID-19. We are still very busy around our office and I assume you are
as well. We have a project that has some serious time constraints — please see extenuating circumstances in the
email string below. We hand delivered the fast track application to the RRO earlier this week. Anything you can
do to expedite the review process is greatly appreciated.

Thanks!
Donnie Adams, PE
Adams & Hodge Engineering, PC
314 E. Main Street
Clayton, NC 27520
Firm License # 4187
919-763-7278
ADAMS l HODGE
ENGINEERING, PC
From: David DeYoung <[e-mail]>
Date: Thursday, August 6, 2020 at 1:40 PM
To: Donnie Adams <[e-mail]>, Andrew Hodge
<[e-mail]>, Eva King <[e-mail]>
Cc: Joshua Baird <jba![e-mail]>, Rich Cappola PE
<[e-mail]>, Brooks Moore<[e-mail]>,
Harrison Smith <[e-mail]>
Subject: Academy Point Phases 1,2,5-9 - Water and Sewer Permits from the State
Donnie/Andrew,
am reaching out to see if you could forward this email, or respectfully request an expedited
review/approval of the water and sewer permits with the State on our behalf. As you know, we have
major roadway improvements (that are a part of these phases) that need to be completed prior to
Cooper Academy opening for the 2020/2021 school year. The first day is currently planned for
September 9th. The improvements include a major roundabout at the intersection of Rosemary St. and
Mial St. that will function as a part of the daily flow for school pick-up and drop-off. In this area of
improvement, we have water and sewer infrastructure that needs to be completed in advance of the
roadway construction.
We appreciate any efforts that can be made to help us move forward quickly so we can complete work
prior to the first day of school.
Thank you for your assistance and please let me know if you have any questions or concerns
regarding the request above.
Sincerely,
David DeYoung, AICP
Director of Development
919-901-3178
David theriverwildteam.com
0