WQ0041028_Application (FTSE)_20190716

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DIvislon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: f./400 1 A(__ IiobecornpletedbyDwRl
All items must be completed or the application 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
❑ Federal ❑ State:'County ® Municipal
3. Signature authority's name: Adam Lindsay per 15A NCAC 02T .0106(b)
Title: Town_Manaaer
4. Applicant's mailing address: I I I E. Second Street
City: Clayton State: NC Zip: 27520-�
5. Applicant's contact information:
Phone number: [phone] Email Address: crow] anda.townoHayton.org
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I. Project name: Academy Pointe Phase 3
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): 05034068E
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew W. Hodae, PE License Number: 21094
Firm: Adams & Hoke En_in eering. PC
Mailing address: 314 E. Main Street
City: Clayton State: NC Zip: 27520-..
Phone number: (9 i ) 369-1938 Email Address: and rew adamsandhod ae.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek WRF Permit Number: 00-25453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0037901 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System -Permit [tiur*AsJifapDlicah1Je: WQCS00147
Owner Name(s): Town of Clayton
A
U
z
FORM: FTA 04-16 Page I of 5

VI.. , GENtRAL REQUIREMENTS
1. 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 Operational AL2,ree[T]ent (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I#ornclProdcrty Owners' Association, ha-s an Operational Agreement (FORM: HOAt 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 1 preschool: day care ❑ Medical dental.' veterinary facilities ❑ Swimming Pool .:Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool.Tilter Backwash
❑ Businesses offices factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic.'Commercial ° o Commercial
% Industrial {See 15A NCAC 02T .0103(20))
4Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC' 02T .0114(fE? ® Yes [:]No
�- 1f yes, provide a conv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow "''
No. of Units
Flow
Single Family Homes - 3 bedrooms
250 gal/day/house
75
18,750 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
I8,750 GPD
a See I5A NCAC 02T .0114(b), (d), (0 1) 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 .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T,01 t4 ] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18,750 GPD (per 15A NCAC 02T .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: f'TA 04-16 Page 2 of 5

VI 1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 4,642 PVC
X,,S
Sb�Q,Lco
li `
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
z 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
VI II. 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 t 5 A NCAC 02T .0305(h)(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):
i- 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

IX. SETBACKS & SEPARATIONS —(026.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (0 ® 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 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
Drainages stems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth grade (vertical)
36 inches
i 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
"*Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
Y If noncompliance with 02T.0305(f) 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
i 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 ❑ MA
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 15.4. NCAC 02T.0105(c)(6) (additional permitsr"certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(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 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
i 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 N1 C 02T, the Minimum Design Criteria for the Perminjag jai` Pump Stalion3
and Force Mai ns (latest version), and the Gravity Stw%r Minimum Design Criteria latest v rsiSstt) 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 required Prior to submittal of the Fast Track ApOication and sunnortine documents.
2. Professional Engineer's Certification:
I, Andrew Hodge, PE attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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:
3. Applicant's Certification per 15A NCAC 02T ,0106(b):
I, Adam Lindsay, Town Manager attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge 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:
Date: S" IL/• + •
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Division of Water Resources
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. 3
More than one FTSE may he requiredfor a single project if the owner of the lVfVTP is not responsible for afl pranp
stations along the mute 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 #: 0025453
AlI flows are in MGD
c. WWTP facility's permitted flow
LCWRF 2.5 + 1oCo 1.34 +
Raleigh 1.0
d. Estimated obligated flow not yet tributary to the
_
WWTP 0.8089
e. WWTP facility's actual avg. flow
2.8176
f. Total flow for this specific request
0.0187
g. Total actual and obligated flows to the facility
3.6452
h. Percent of permitted flow used
75.31 %
I1. 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 Firm Daily Flou."
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm I pf),
Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD
Flow, MGD MGD Flow
Capacity***
Clayton-
,, WQ31521 2.5056 I.0022
0.2350 0.2656 0.5006
0.5016
* 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: WQ0037901
Page 1 of 6
FTSE 10-18

# - III. Certification Statement:
I Adani Lindsay, Town Manager 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 11 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.
r S�cu
Signing fficial ig iature A Date
n&Ara>✓ i-
Title of Signing Official
Page 2 of 6
1=TSE 10-18
CA

VICINITY MAP -ACADEMY POINTE PHASE 3

k���'` feet'
!\a1!\►VAI��y_I.l0

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, 200I
Mr. Steve Biggs, Town Manager
Town of Clayton
Post Office Box 879
Clayton, North Carolina 27520
4V *' LUU!
A Tk �N;
0
NCDENR
NORTH CAROLINA 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 permit 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.
Jie,
Y1
/-KerrT. 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% recycledA 0% post -consumer paper

ADAMS& HODGE
ENGIIMEERINGs PC
July 16, 2019
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: Academy Pointe Ph 3
Town of Clayton
Johnston County
NC Dept of rnvirk"llent.1Y f-Irj;ility
JUL 16 2019
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 (Form 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 Ph 3. This extension will add approximately 4,642 If of 8" gravity sewer and will
connect to an existing Town of Clayton gravity sewer system. The sewer system will serve 75 single
family homes 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 919-763-7278 or
email to donnie @adamsandhodge..eom.
Sincerely,
�owl
Donald C. Adams, J
07/16/2019
� ���t►«<titixuauirnry�� �jy
SEAL =
25469 }
wNIlr� I Hti►11�����
ADAMS & HODGE ENGINEERING, PC • 314 East Main Street, Clayton, NC 27520 9 Office: 919-243-1332 e Firm License # C-4187

Deck, Erin M
From: Andrew Hodge <[e-mail]>
Sent: Friday, August 16, 2019 8:35 AM
To: Deck, Erin M
Subject: [External] RE: Academy Pointe Phase 3- Fast Track Sewer Extension
Follow Up Flag: Follow up
Flag Status: Flagged
+ I:xteMal email. bo nar3fe016ks or open "chmenfs u4less you,verify. Send aH suspicious email as an attachrhentto
Hey Erin,
Last week, I caught the fact that the "no" was incorrectly checked for high priority lines. We do plan for an aerial
crossing at the blue line stream just before the tie to the existing main. I spoke with Mr. Cashion earlier this week about
the best way to handle correcting the application. He instructed me to revise sheet 4 of 5 and send it to the Town, since
they were the applicant, and let the request to revise the application come from the Town. So that is where this stands
for now. I have notified Chris Rowland of the Town of Clayton of this mistake and sent him a revised sheet 4 of 5. The
Town will send your office the revised sheet 4 of 5 and the plan & profile of the aerial crossing with notes and details. I
will make sure you are included on the email from the Town.
Please note that the 404/401 permit required box was checked "no" on the original form and will be checked "yes" on
the revised form. The reason being is that the pond you saw on the USGS map, had been breached by the previous
owner several years back, but the dam was not cut low enough to release all the water. Our environmental consultant
flagged the area he considered to be possible wetlands and said the area was small and even felt like the COE would not
claim it. But now the COE has been on site and determined the are to be wetlands, so we are in the process of
permitting this proposed impact.
Hopefully, the Town will forward you the revised documents soon. If you need anything else from me please call or
email.
Thanks!
Andrew Hodge, PE
Adams & Hodge Engineering, PC
314 E. Main Street
Clayton, NC 27520
(M) 919-369-1938
Firm # C4187
From: Deck, Erin M <[e-mail]>
Sent: Thursday, August 15, 201912:05 PM
To: Andrew Hodge <[e-mail]>
Subject: FW: Academy Pointe Phase 3- Fast Track Sewer Extension
Please see below. I entered your email correctly on the previous email. Thank you.

Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
From: Deck, Erin M
Sent: Thursday, August 15, 2019 12:03 PM
To: andewCTadamsandhodee.com: Chris Rowland <crowland townofcla tonnc.or >
Cc: Robinson, Jason <iason.t.robinson ncdenr. ov>
Subject: Academy Pointe Phase 3- Fast Track Sewer Extension
Good Afternoon,
We are in the process of reviewing the subject application and require additional information. The application is marked
"no" for high priority lines and "yes" for meeting setbacks of the river basin rules; however the Topo map that was
submitted with the application appears to depict sewer lines going through a pond and crossing a "blue line" stream
prior to connecting to the downstream sewer. Please explain.
Once this information is received, we can continue to draft the permit. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
- vEl�mg CO —
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

Cashion, Ted
From: Chris Rowland <[e-mail]>
Sent: Thursday, September 19, 2019 1:57 PM
To: Cashion, Ted
Cc: Adams & Hodge Engineering (andrew@adam sand hodge.com); Donnie Adams
Subject: [External] FW: ACADEMY POINT - SEWER PERMIT
Attachments: FTA 04-16-barbour tract 4 OF 5.pdf; SHEET C6.08.pdf
• prt rn l .emaH 'Do not cifc c I1nks or b0dh a dti#lents uniess you verify. Send all,iWFiaiaus email'as a an ttaChment to
on"a
aw
Ted,
Apparently the FOR had a couple of iterations of Sheet 4 of the permit application and the wrong sheet was sent to you
this morning by mistake. Please disregard the first submittal and replace with this one.
I believe all appropriate boxes have now been checked as required. Please advise if you have any questions.
Regards,
Chris N. Rowland
Construction Project Administrator
Town of Clayton
111 East Second Street I PO Box 879 1 Clayton NC 27528
Direct [phone] 1 Office [phone]
crowland2townafdavtonoc.ora
From: Andrew Hodge <[e-mail]>
Sent: Thursday, September 19, 2019 9:50 AM
To: Chris Rowland <[e-mail]>
Subject: FW: ACADEMY POINT - SEWER PERMIT
Be Advised: This email originated from outside of the Town of Clayton's network. Do not click links or open attachments unless
you recognize the sender and know the content Is safe.
Good Morning Chris,
Attached is the sheet 4 of 5 that needs to go back to NCDWQ. #4 and # 6 are checked YES. Below is the paragraph I sent
to Erin Deck on 08/16/19 explaining why.
Please note that the 404/401 permit required box was checked "no" on the original form and will be checked "yes" on
the revised form. The reason being is that the pond you saw on the USGS map, had been breached by the previous
owner several years back, but the dam was not cut low enough to release all the water. Our environmental consultant
flagged the area he considered to be possible wetlands and said the area was small and even felt like the COE would not
claim it. But now the COE has been on site and determined the are to be wetlands, so we are in the process of
permitting this proposed impact.

Please also include Erin Deck (Deck, Erin M erin.deck ncdenr. ov) as well as Ted Cashion in the email when you send
this to the State.
Thanks!
Andrew Hodge, PE
Adams & Hodge Engineering, PC
314 E. Main Street
Clayton, NC 27520
(M) 919-369-1938
Firm # C-4187
From: Andrew Hodge
Sent: Monday, September 16, 2019 11:48 AM
To: Chris Rowland <crowlandPtownofclavtonnc.ore>
Cc: Donnie Adams <donnie adamsandhod e.com>
Subject: ACADEMY POINT - SEWER PERMIT
Good morning Chris,
Please find attached the modified sheet 4 of 5 the fast track application and the plan & profile sheet of the aerial
crossing.
As we discussed earlier, I have talked with the State about originally not marking section IX. 6. "high -priority" line
correctly. The State said the Town must submit the revised sheet 4 of 5, because the application is in the Town's name.
The attached plan / profile sheet which shows the aerial crossing, must be submitted with the revised sheet 4 of 5.
Please use these two sheets when submitting to the State.
Please let me know when this is submitted.
Thanks!
Andrew Hodge, PE
Adams & Hodge Engineering, PC
3I4 E. Main Street
Clayton, NC 27520
(M) 919-369-1938
Firm # C4187