WQ0041041_Application (FTSE)_20190723

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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number; 9" vo qt 0 ( 0o be complcled b) DWR) _
All items must be comnleted or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Fielding Homes Forest Ridge. LLC (company. municipality, HOA, utility. etc.)
?. Applicant type: ❑Individual ® Corporation ❑General Partnership ❑ PrivateIN-Owned Public Utilitv
❑ Federal ❑ State.County ❑ Municipal ❑ Other
3. Signature authority's name: Michelle Thomas per 15A_NCAC 02T .0106(b)
Title: Vice -President of Finance
4. Applicant's mailing address: 3000 RDU Center Drive, Suite 202
City: Morrisville State: NC Zip: 27560-_
5. Applicant's contact information:
Phone number: (919) 60.4-9746 Email Address: kbucknerFitdanrvanbuilders.com
11. PROJECT INFORMATION:
1. Project name: Forest Ridge - Phase 7
2. ApplicationlProject status: ® Proposed (Ne" Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00N_'A and issued date: NIA
If new construction but part of a master plan, provide the existing permit number: WQ0038282; WQ00396.42
3. County where project is located: Orange
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0669 Longitude:-79.0706
5. Parcel ID (if applicable): 9874-82-7983
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Zachary L. Fuller License Number: 033776
Firm: WithersRa%enel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 2751 1
Phone number: [phone] Email Address: zfullerir withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Town of Hillsborough Waste"ater Treatment Plant Permit Number: NC-0026433
Owner Name: To%%n of Hillsborough
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0038282. WO00396.42 Downstream (Receiving) Sewer Size: 8 inch
S%stem Wide Collection S%stem Permit Numbers (if applicable): WQCS00077
Owner Name(s): Town of Hillsborough
FORM: FTA 04-16 Page 1 of 5

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 ON. -'A
2. If the Applicant is a Developer of lots to be sold, has a Develq%r's Opg9tional Agreement f FORM: been attached? (
T. �'�� XNiAIK_�6tuwt� 6.,.�,�r�1
3. If the Applicant is a Home; Property Owners' Association has an O erational A areement I FORM: HOA) been attached?
❑ Yes [:]No ®N+q d-y°d✓Ut i -�.�`� c��
4. Origin of wastewater: (check all that apply): l
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation..service ❑ Hotel and?or Motels
❑ School i preschool / day care ❑ Medical; dental." veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses f offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % DomesticlCommercial "o Commercial
% Industrial (See 15.A NCAC 02T .0103(20))
a -Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 1.5A NCAC 02T .0114t U? ❑ Yes ®No
:- If yes, provide a conv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114t11)
Daily Design Flow 4-1
No. of Units
Flow
Four -Bedroom Residence
120 gal'day per bedroom
22
10,560 GPD
gal.:
GPD
gale
GPD
gall
GPD
gall
GPD
gals
GPD
Total
10,560 GPD
L'/
a See 15A NCAC 02T .0I 14 b d e I 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 10,560 GPD (per 15A NCAC 02T .01 14)
`.- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GkXVITY SEWER DESIGN CRITERIA (If Applicable) - 02'f .0305 & ,NIDC (Gravity Se%,,ers):
1. Summarize gravity serer to be permitted:
Size (inches)
Length (feet)
Material
S
556
PVC
8
303
DIP
i Section II & [I] of the ,%IDC for Permitting of Gravity m 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
VI11. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .030i & MDC I Pum tj Stations+Force Mains :
COMPLETE FOR EACH PUN1P STATION INCLUDED 1N THIS PROJECT
ump station number or name:
2. App rimate Coordinates (Decimal Degrees): Latitude: _-y Longitude: -
3. Design fl of the pump station: millions gallons per day (firm capacity)
q. Operational po (s) ofthe pump(s): gallons per minute at feet total dynamic head 0I)
5. Summarize the force ain to be permitted (for this Pump Station):
k Size (inches) I Length (feet) I Material A
6. Power reliability in accordance with 15A NCAC 02T .036Ch)(1):
❑ Standby power source or pump with automati activation an telemetry - 15A NCAC 02T ,0305(h)(1)(B);
Required for all pump stations with an a - rage daily flow greater an or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an avera , aily flow less than 15,000 gallons per
❑ Portable power source wit anual activation, quick -connection receptacle an lemetry - 15A NCAC 03T
.0305(h)(1)(C)
or
Xi2ompatible
tng unit with plugged emergency pump connection and telemetry - 15A NCAC "'T .0305(h)(1)(C):
onstrated to the Division that the portable source is owned or contracted by the appli t (draft agreement)
ble with the station.
power source or pump is dedicated to ntttltiple pump stations, an evaluation ofall the pump s 'ons' storage
the rotation schedule of the portable power source or pump, including travel timeframes, shall rovided
in the case of a multiple station power outage.
FOR,NI: FTA 04-16 Page 3 of 5

1\. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T 0_305(f) & (g) ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be rovided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains ( vertical -water over sewer includine 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 II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B. SA. ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX 2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Anv buildina foundation
5 feet
Any 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
Any swimmin ■ pools
10 feet
Final earth grade I vertical)
36 inches
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 webpage
If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N.:A
�- Seethe 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 ® N. A
i This would include Trout Buffered Streams per I5A 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 permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(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 ❑ 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:
Does the submitted system comply with t t ';s.'•�r- ,r , the mimi:,,,,i, I<< �t..E� c � �,•�,., I, ri:, h,:,
LtI'„r L atl,un% and the r_,._uti:.:L.t!.:r,:,( '..:I (I as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents far
review. AnprGval of the request is required orior to submittal of the Fast Track Application And supportiny dncurtient�
2. Professional Engineer's Certification:
1, attest that this application for
(Professional Engineer's name from Application Item III.[.)
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 Se%vers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Althnugh other profcssinnals may have developed certain portions of this
submittal package, inclusinn of these materials under city signature and seal signifies that I have reviewed Ellis matwrial and
have judged it to be consistent will, 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)-
1. lot o��•..� _
(Signature Authority's name & title from Application Item I.3.)
(01
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
Ibis application are not completed and that if all required supporting documentation and attachments arc 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 he violated. I also understand that if all required parts of Ibis 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 la`, t.r,,� and 1.1121 i-hlt, 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: _ l Date:_
FORM: FTA 04-16 Page 5 01`5

NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
RMAY 2 9 2U19 p Division of Water Resources
Division of Water Resources Raleigh Regional bfow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Fielding Homes Forest Ridge,LLC
Project Name for which flow is being requested: Forest Ridge - Phase 7
More than one FTSE maybe required for a single project if the owner of the 1f7f'TP 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: Town of Hillsborough WWTP
b. WWTP Facility Permit #: NCO026433
A11 flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP .560
e. WWTP facility's actual avg. flow 1.21
f. Total flow for this specific request 0.0106
g. Total actual and obligated flows to the facility 1.7806
h. Percent of permitted flow used 59
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
Average
Approx.
Obligated,
Pump
Pump
Daily
Current
Not Yet
Total Current
Station
Station
Firm
Flow"
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, "
(Firm 1 pl),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Eliz. Bra.
WQ0035536
1.584
.634
.390
.161
.551
.083
* 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): Town of Hillsborough WWTP
Downstream Permit Number: WQ0038282AVQ0039642
Page 1 of 6
FTSE 10-18

III. Certification Statement:
1 K. Marie Strandwitz, PE 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.
Signing Official Signature Date
Liwc 1 ur
Title of Signing Official
t9
Page 2of6
FTS E 10-18

- File an Annual Report/Amend an Annual Report - Upload a PDF Filing - Order a Document Online
Add Entity to My Email Notification List - View Filings - Print a Pre -Populated Annual Report form - Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Fielding Homes Forest Ridge, LLC
Information
Sosld: 1525998
Status: Current -Active
Annual Report Status. Current
Citizenship: Foreign
Date Formed: 6/22/2016
State of Incorporation:
DE
Registered Agent: Thomas, Michelle,
Addresses
Mailing
3000 RDU Center Drive, Suite 202
Morrisville, NC 27560
Reg Office
3000 RDU Center Drive, Suite 202
Morrisville, NC 27560
Company Officials
NC Dept of Environmental Quality
MAY 2 9 2019
Raleigh Regional Office
Principal Office
3000 RDU Center Drive, Suite 202
Morrisville, NC 27560
Reg Mailing
3000 RDU Center Drive, Suite 202
Morrisville, NC 27560
All LLCs are managed by their managers pursuant to N.C.G.S. 5713-3-20.
Member
Dan Ryan Builders - North Carolina, LLC
3000 RDU Center Drive, Suite 202
Morrisville NC 27560

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May 28, 2019
NC Dept ofEnvironmental Quality
MAY 2 9 2019
Raleigh Regional Office — Water Quality Section
1628 Mail Service Center Raleigh Regional Office
Raleigh, North Carolina 27699-1628
RE: Forest Ridge Subdivision Phase 7 — Fast -Track Sewer System Extension Application
W&R Project No. 02090583.40
To whom it may concern:
On behalf of Fielding Homes Forest Ridge, LLC, please find attached documentation in support of a Fast -Track
Application (FTA 04-16) for the above referenced project. As noted in the application, this project will consist
of 859 LF of 8-inch gravity sewer that will tie to an existing manhole in Phase 8. All wastewater generated in
Phase 7 will be treated at the Town of Hillsborough Wastewater Treatment Plant (WfF Permit No. NG
0026433).
The proposed project meets all NCDENR-DWR minimum design criteria for sanitary sewer
extensions. The design flow rate for Phase 7 is calculated at 10,560 gpd (480 gallons per day per
dwelling for a 4-bedroom residence x 22 residences) in accordance with NCAC 2T Rules for
wastewater flow rates. The proposed sanitary sewer lines are more than adequate to convey the
design flow rates for Forest Ridge Phase 7.
Included with this submittal are one original and one copy of the items listed below:
• Application Form (FTA 04-16)
• Application Fee — Check in the Amount of $480.00
• Flow Tracking/Acceptance Form (FTSE 10-18)
• Business Registration — North Carolina Secretary of State
• Site Map (USGS Quad — Hillsborough)
• Street Level Map (Aerial)
Please advise if you require additional information or have any questions concerning our submittal.
Sincerely
WithersRavenei
Zack Fuller, PE
cc: Kerry Buckner — Fielding Homes Forest Ridge, LLC
115 MacKenan Drive, Cary. NC 27511
t: 914,469 33401 f: 919.467.6008 I www.withersravenel-coin I License No. C-0832
Cary I Greensboro I Pittseoro I Raleigh I Wilmington

Cashion, Ted
From: Kerry Buckner <[e-mail]>
Sent: Monday, July 22, 2019 6:54 PM
To: Marie Strandwitz; Cashion, Ted; Fuller, Zachary
Cc: Robinson, Jason
Subject: [External] RE: Forest Ridge - Phase 7 fast track sewer extension draft permit
_ • External email. Do not ciick.listk or open attarhrrlersts unless you. verify. Send all suspicious email as an attaahrpent to
s
Please let us know if Marie's email below satisfies all, Ted.
From: Marie Strandwitz<[e-mail]>
Sent: Monday, July 22, 2019 4:18 PM
To: Cashion, Ted <[e-mail]>; Fuller, Zachary <[e-mail]>; Kerry Buckner
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: RE: Forest Ridge - Phase 7 fast track sewer extension draft permit
***Caution: External Email***
Hi Ted,
The Town of Hillsborough will accept the system upon final construction and receipt of all required documents. We are
having developer's apply in their own name for water and sewer extensions as the Town does not want to be
responsible up front (in the state's eyes) for construction of developer funded projects. We will submit a change of
ownership as part of the acceptance process when that time comes.
Thanks,
Marie
K. Nlaric SInitndwil/, Pl;
Vilifies Director
,1,o ru of Hillsborough
P 0 Box 129
105 V. Corbin Strcct
I lillsbotough, \C 27278-01:29
2 N 9-296-96 3 i
}1194; l l-2190
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s-
From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Monday, July 22, 2019 3:50 PM
To: Fuller, Zachary <zfulie r withersravenel.com>; [e-mail]

Cc: Robinson, Jason <iason.t.robinson ncdenr. ov>; Marie Strandwitz <marie.strandwitz @hillsborough nc. ov>
Subject: Forest Ridge - Phase 7 fast track sewer extension draft permit
Zack and Kerry,
We are drafting the subject permit and have 1 more question. Item VI.2 of the application notes a Developer's
Operational Agreement (DOA) is attached with the application. There was no DOA included with the application.
Is a DOA necessary for this application/project? If so, please provide.
We are ready to issue the permit upon completion of this item.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.gov
1629 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
IDE Q
1
Ge:.irIn: c-1l c1 Fn#ireanrtn!. f;i.,t `
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.

Cashion, Ted
From: Cashion, Ted
Sent: Monday, July 22, 2019 3:50 PM
To: 'Fuller, Zachary'; [e-mail]
Cc: Robinson, Jason; 'Marie StrandwitZ
Subject: Forest Ridge - Phase 7 fast track sewer extension draft permit
Zack and Kerry,
We are drafting the subject permit and have 1 more question. Item VI-2 of the application notes a Developer's
Operational Agreement (DOA) is attached with the application. There was no DOA included with the application.
Is a DOA necessary for this application/project? If so, please provide.
We are ready to issue the permit upon completion of this item.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
1D
r�r"I - '.r E�' <'
OePartmenl of Environmental Quality
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.

Cashion, Ted 4J
From: Fuller, Zachary <[e-mail]>
Sent: Wednesday, July 17, 2019 4:05 PM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason; Deck, Erin M; Antrilli, Nick
Subject: [External] RE: Forest Ridge - Phase 7 fast track sewer extension application
Attachments: 190717 - Fast Track Application - Forest Ridge Phase 7.pdf
EMEM[ctemal emafl. Do nct c_Hck-rmks Or open at unless you veR y. Send all suspicious emg.11 as an attachment to
Ted
Attached is the revised Fast Track Application signed by Michelle Thomas, Vice -President of Finance. Item 1.3 was also
revised accordingly. Please let me know if the original needs to be dropped off at the Regional Office.
Thanks
Zack
Zachary Fuller, PE
115 MacKenan Drive I Cary, NC 27511
Office 919.469.3340 1 Direct:919.238,0356
Ouller2withersravenel.com
J.-J.-J,.J:J
CONFIDENTIALITY AND NONDISCLOSURE
From: Cashion, Ted <ted.cash [e-mail]>
Sent: Tuesday, July 16, 2019 11:04 AM
To: Fuller, Zachary <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Forest Ridge - Phase 7 fast track sewer extension application
Zack and Kerry,
We are reviewing the subject application. A review of the NC Secretary of State website shows that the company official
for the applicant, Fielding Homes Forest Ridge, LLC, is Dan Ryan Builders — North Carolina, LLC. Can you confirm that
Kerry Buckner is authorized to sign this application? See the 2T reg below.
Also, Item 1.3 of the application was not completed as required. Please submit a revised page with the signature
authority's name and title.

Please call if questions.
15A NCAC 02T .0106 SUBMISSION OF PERMIT APPLICATIONS
(b) Permit applications shall be signed as follows:
(1) in the case of corporations, by a principal executive officer of at least the level of vice-president or his
authorized representative.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion@ncdenr,eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
IDQ.
1
=E
ccb A7llLc^! a-s'wi., mcn'.3 fi.x
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.

Cashion, Ted
From:
Kerry Buckner <[e-mail]>
Sent:
Tuesday, July 16, 201911:13 AM
To:
Cashion, Ted; Fuller, Zachary
Cc:
Robinson, Jason; Deck, Erin M
Subject:
[External] Re: Forest Ridge - Phase 7 fast track sewer extension application
� External em-a . Do notrcli�utinks oropen atta nt untessyou verify. Send all suspicious email as an attadinient to'T
We'll correct it. I cannot sign.
Zach, let's get needed paperwork together and filled out and I'll have Jay or Michelle sign as soon as you can get it to
me.
Get Outlook for iO5
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, July 16, 2019 11:03:39 AM
To: Fuller, Zachary; Kerry Buckner
Cc: Robinson, Jason; Deck, Erin M
Subject: Forest Ridge - Phase 7 fast track sewer extension application
***Caution: External Email***
Zack and Kerry,
We are reviewing the subject application. A review of the NC Secretary of State website shows that the company official
for the applicant, Fielding Homes Forest Ridge, LLC, is Dan Ryan Builders— North Carolina, LLC. Can you confirm that
Kerry Buckner is authorized to sign this application? See the 2T reg below.
Also, Item 1.3 of the application was not completed as required. Please submit a revised page with the signature
authority's name and title.
Please call if questions.
15A NCAC 02T .0106 SUBMISSION OF PERMIT APPLICATIONS
(b) Permit applications shall be signed as follows:
(1) in the case of corporations, by a principal executive officer of at least the level of vice-president or his
authorized representative.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted,cashionCeDncdenr.gov,

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, July 16, 201911:04 AM
To: Fuller, Zachary; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: Forest Ridge - Phase 7 fast track sewer extension application
Zack and Kerry,
We are reviewing the subject application. A review of the NC Secretary of State website shows that the company official
for the applicant, Fielding Homes Forest Ridge, LLC, is Dan Ryan Builders— North Carolina, LLC. Can you confirm that
Kerry Buckner is authorized to sign this application? See the 2T reg below.
Also, Item 1.3 of the application was not completed as required. Please submit a revised page with the signature
authority's name and title.
Please calf if questions.
15A NCAC 02T .0106 SUBMISSION OF PERMIT APPLICATIONS
(b) Permit applications shall be signed as follows:
(1) in the case of corporations, by a principal executive officer of at least the level of vice-president or his
authorized representative.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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