WQ0041333_Application (FTSE)_20191125

State of North Carolina
DWPt Department of Environmental Quality
Division of Water Resources
DIvlslon of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
1 1, FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: "t/ L) L) `�3 (W be completed by DWR)
All items trust be completed ar the a >Iicatfan will be returned
L APPIJCANT INFORMATION:
I. Applicant's name: SM Co-'oradou, lnc for V 1l;L! Motor 1,0 a (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership El Privately -Owned Public Utility
❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name. Anlcur Patel per
Title: Owner
4. Applicant's mailing address: 2929 US Hirhwa. 301 S
City.- Wilson State: VC Zip. 27___g93-
5. Applicant's contact information:
Phone number: CM 896-= sail Address: ankul.2686 a, _ mail.com
U. PROJECT INFORMATION: W
L Project name: Villa_e Motor Lod,-e
2. Application/Project status: ® Proposed (New Permit
❑Existing PetrniVProject
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: V&so
4. Approximate Coordinates (Decimal Degrees). Latitude. 3 ,6404° Longitude.-77.94&
5. Parcel ID (if applicable). 3710-37-2832
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Robert S. Bartlett License Number: 20I06
Firm.- Bartlett Ea`inecrinr & 5urves in PC
Mailing address: 1906 Nash Street N
City. Wilson state. NC Zip: 7893-1726
Phone number: (252) 399-00 l mail Address' robert6 bardetten_.corn
IV. WASTEWATER TREATMENT FACILITY (WVVTF) INFORMATION;
1- Facility Name: Cir, of Wilson Permit Number. NC 0023906
Owner Name: Cit_ of Wilson
V, RECEIVING DOWNSTREAM SEWER INFORIIMA17ON (if different than WWTF):
1. Pemtit Number(s): WQ_ Downstream (Receiving) Sewer Size: U inch
: WQCS 0021
Owner Name(s): Cit., of Wilson
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Cerd&&te of Public Convenience and Necessity been attached?
❑ Yes ❑Na ®N/A
2. If the Applicant is a Developer of lots to be sold, has a _ been attached?
❑ Yes ❑No NNIA
3- If the Applicant is a been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ® Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwasb
❑ Businesses / ofraces / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (. ; )
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 7 ❑ Yes ❑ No
D If % es � vide a con+ of flaw reducfioer an n royal letter
7. Summarize wastewater generated by project;
Establishment Type (see )
Motel w/o in -room cooking facilities
Gcreral Office
Daily Design Flow'-r
120 gallmom
25 gal/employee/shift
gal/
gaY
gall
No, of Units Flow
68 8, 160 GPD
2 x 3 -- 150 GPD
GPD
GPD
GPD
i GPD
Total 8,3I0 GPD
a Sec 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 cast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table - ) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 310 GPD (per _ I
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 5

VU- GRAVITY SEWER DESIGN CRITERIA (If Applicable) -
I . Summarize gravity sewer to be permitted:
Size (Inebes)
6
Length (feet)
160
542
]Material
PVC
PVC
D Section H & III of the hiDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
D OversWng lines to meet minimum slope requirement is not allowed and a violation of the INMC
YID. PG-NiP STATION DESIGN CR1TEItIA (If Applicable) — &
COMPLETE FOR EACH PMIP STAT ON LNCLUDED IN THIS PRQJFCT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude longitude: -
3. Design flow of the pump station; millions gallons per day (fine capacity)
4. Operational points) of the pump(s): gallons per minute at feet fatal dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
6. Power reliability in accordance with
Length (feet) Material
❑ Standby power source or pump with automatic activation and telemetry• - 15A NCAC 02T .0305(h)(1)(B)-
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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)(I)(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 that the portable source is owned or contracted by the applicant (draft agreement]
and is compatible with the station.
D 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 or the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
rORM: FTA 04-I6
Page 3 of 5

IX. SETBACKS & SEPARA770NS - (02B .0200 tit 15A NCAC 02T .0305(f)):
1. Does the project comply with an separations found in®Yes ❑ h'o
D 15A NCAC fl2T.03t)S�t) contains minimum se_p_ r bons ti�a_t shall t�,invided for sewer systems: —_�
_- -
_ Setback Parameter* Seraratiou Rcguired
-----------
Storm sewers and other utilities not listed below (vertical) _ 24 inches
Water
_n?aias I vertical-watcr over sewer including in benched trenches I8 inches -
Water mains (horizontal) ---_._. �_- _
10 feet
_.........- _ _
Reclaimed water lines [vertical -reclaimed over sewed 18 inches
Reclaimed water lines (horizontal - reclaimed over sewers2 feet
-�
"Any pate or public water supply source, including any wells, WS-I waters of Class I or
Class II im unded reservoirs used as a source of r dWdn!, water I00 ice(
'Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hich water . or tide elevation, and wetlands [ see item DC-2) I 50 feet
• rtAny other stream, lake, impoundment, or ground water lowering and surface drainage — -
ditches
-- 10 feet
IN
Final earth trade (verticall
D
D
D
5 feet
10 feet
tt 10 feet
5feet
___- --- 10 feet
36 inches
} i"A o2 contains alternatives where separations in cannot be achieved
**Stream classifications can be identified using the Division's 1,;"" _ _
If noncompliance with " - ' see Section X of this application
or cuts of 2 feet or
w0or drains
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
D No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per
D TU would include Trout Buffered Strcams per
❑ Yes ❑ No ® NIA
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the
5. Does project comply with _. �. (additional permits/certifications)? ® Yes [:]No
Per _', directly related environmental permits ar 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, stormwatcr management plans, etc.).
6. Docs this project include any sewer collection lines that are deemed "high -priority?„
Per , "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
D If yes, include an attachment with details for tech line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or Its representative at tease once every slzanoaths and Inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's Individual System -Wide Collection permit.
FORM. FI'A 04-16 Page 4 of 5

X. CERTTFICATIONS:
I. Does the submitted system comply with , the
and the as applicable?
® Yes ❑ No
If No, complete and submit the Varianee/Altemative Design Request application (4 :ADC I0-14) and supporting documents for
review. Au froval of the rci nest is re:, uired nrior to submittal of the Fast Tract;: o i- ication and synoortin!, documents
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item III.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 Server
Minimum Dcsign Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the last -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 143-215.6_t and 143-215,613, any person who knuwiagly 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 S 10,000, as well as civil penalcies up to S25,000 per violation.
-. _ ..4.._.—...._... �.................
+, titi�flli ti1Jl1fJ� l North Carolina Professional )engineer's seal, signature, and date: .-
1
+� F; SEA
If 01. 20106
i
3. Applicant's Certification per 15ANCAC 02T .OTp6(b):
1' - - — -- - -- _ _ _ attest that this application for
"(Signature Authority's name & title fro in Application Itctn I,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 bein7 returned as incomplete. I understand that any discharge of wastewater from this non-
discbarge system to surface waters or die land will result in an immediate enforcctncnt action that may include civil penalties,
injunctive relief, and/or criminal prosecution Twill 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 attachment., arc not included, this application package will be returned to me as
incomplete.
NOTE - In accordance wills General Statutes and , any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdenmeamr, which may
include a fine not to exceed S 10,000 as well as civil penalties up to 325,000 per violation
r ,
Signature `
- hate:
FORM: FtA 04-16 Page 5 of

4W.
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: City Of Wilson
Project Name for which flow is being requested: Village Motor Lodge
More than one FTSE nray be required for a single project if the owner of the WWTP Is not responsible far all punrp
stations along the route of theproposed wasteivaterflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hominy Swamp Water Reclamation Facility
b. WWTP Facility Permit #: NC 0023906
All flows are in MGD
C
c. WWTP facility's permitted flow 14 MGD
rn
C
r
d. Estimated obligated flow not yet tributary to the WWTP 1.01325 MGD
N
e. WWTP facility's actual avg. flow 8.77 MGD
C
f Total flow for this specific request 0.00831 MGD
g. Total actual and obligated flows to the facility 9.78325 MGD
o
a
c
h. Percent of permitted flow used 69.9 %
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)=(13+C)
(L)=(A-D)
Design
Average
Approx.
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Southside W
CS00021
6.264
2.506
1.66
0.33725
1.99
0.5084
* 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
(pi) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A PIanning 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): Hominy_ Swamp Water Reclamation
Downstream Permit Number: NC 0023906
Page I of 6
FTSE 10-18

III. Certification Statement:
I W.T. Bass IV, 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 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.
/ OPT
Signing OfciaT Signature -f Date
UlI'ccAl of &Ile AJffks
Title of Signing Official
Page 2 of 6
FTSE 14-I8

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1vigytn�Mal
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19 &"10—

1906 Nash Sweet North Wilson, NC 27893.1726
Phone; [phone] Fax. [phone]
www.bartictt.us.com NC Dept arEnvirontnental Quality
November 20, 2019
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers
Private Sewer Extension
Village Motor Lodge
2919 US Hwy. 301 S.
Wilson, North Carolina
To Whom It May Concern:
410v z 5 2019
Raleigh Regional Ofriee
Enclosed for your review and approval are two (2) copies of the following items related to the
above referenced project:
■ Fast Track Application for Gravity Sewers
• Flow Tracking / Acceptance Form
■ Location Map
• Aerial Photo
Also enclosed is the $480.00 sewer permit application fee. Should you have any questions or
require further information during your review, please let us know.
Respectfully,
#eve Oliverio
Project Manager
Enclosures
pa_PR011 C'r FiLMVWgc Motor L.odgc\Se%= Pamil-.19_ 133 NCUENR Cover Lener.doc

LETT
BOOMMOKK
1906 Nash Street N00h Wilson, NC 27993-1726
Phony QM) 399-0704 Fax: CM) 399-0804
www.hufletLus.com
January 7, 2020
Ted Cashion
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers (Rev. Cover Letter)
Private Sewer Extension
Village Motor Lodge
2919 US Hwy. 301 S.
Wilson, North Carolina
Mr. Cashion:
Enclosed for your review and approval, revised per your 1/6/2020 email comment(s), are this
revised cover letter, including a brief description of the project, along with the revised application.
This project consists of an 8" private gravity sewer extension to serve an existing 68-room hotel
along US Hwy 301 S. In Wilson NC. This private gravity extension Is proposed to discharge Into the
existing 15" public sewer line within the south right-of-way of US Hwy. 301 S. This proposed sewer
extension Is to switch -over from the existing septic system to a gravity sewer.
Should you have any questions or require further information during your review, please let us
know.
Respectfully,
Steve Oliverlo
Project Manager
Enclosures
P PROJBCTM=Va1,pMl-1a*.SO%W?aMM19 13ONCDEN1tRL Corvlxtcdoc

Cashion, Ted
From: Steve Oliverio <[e-mail]>
Sent: Thursday, January 23, 2020 10:01 AM
To: Cashion, Ted
Cc: Robinson, Jason; Robert Bartlett; anku12686@gmaiLcom
Subject: RE: [External] 19-130 Village Motor Lodge Sewer Permit
Attachments: 19_130 Signed Rev Cover Letter.pdf, 19_130 Rev Signed App.pdf
Extertlal-email. Do -not -dick links os open atiachrhents unless you verify. Send alfsuspiaious email asan;attadbrh4ntto
Ted,
Please see the attached revised Application and Cover Letter.
Please let us know if you have any additional questions or comments.
Thank you.
Steve Oliverio
Project Manager
BARTLETT ENGINEERING & SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartiett.us.com
OUR MISSION: We will change the world...
intentionally becoming better at providing
engineering and surveying solutions .. .
serving others ... serving Jesus Christ!
From: Cashion, Ted [e-mail]>
Sent: Tuesday, January 21, 202012:24 PM
To: Steve Oliverio <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: RE: [External] 19-130 Village Motor Lodge Sewer Permit
Steve,
We're still waiting on the info in the email below.
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

Cashion, Ted
From:
Cashion, Ted
Sent:
Tuesday, January 21, 2020 12:24 PM
To:
Steve Oliverio
Cc:
Robinson, Jason
Subject:
RE: [External] 19-130 Village Motor Lodge Sewer Permit
Steve,
We're still waiting on the info in the email below.
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
J
J:
DtOx ��+T CI {n, a9er.YR:a1 G+1f1'Y�
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: Cashion, Ted
Sent: Tuesday, January 7, 2020 9:14 AM
To: Steve Oliverio <[e-mail]>
Subject: RE: [External] 19-130 Village Motor Lodge Sewer Permit
No problem, call if questions.
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
{
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: Steve Oliverio <steve@bartletteng com>
Sent: Tuesday, January 07, 2020 9:07 AM
To: Cashion, Ted <[e-mail]>
Subject: RE: [External] 19-130 Village Motor Lodge Sewer Permit
FBfercai emit jL Do t6 r]T�iC:[Ini s oror Gpen. attachments unless you verify. Send all susptdous emall as an aftachrnmtto
Thanks Ted.
And sorry for the over -sight on the cover letter and application,
I'm still fairly new to the area having relocated from Tucson AZ in 2018.
I'll try to pay more attention to detail with future submittals.
Steve Oliverio
Project Manager
BARTLETT ENGINEERING & SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartlett.us.com
OUR MISSION: We wilf change the world ...
intentionally becoming better at providing
engineering and surveying solutions ...
serving others ... serving Jesus Christ!
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, January 7, 2020 9:02 AM
To: Steve Oliverio <steve bartletten .com>; Robert Bartlett <robert bartletten .com>
Subject: RE: [External] 19-130 Village Motor Lodge Sewer Permit

Ok thanks Steve. I like the company mission statement!
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cash ion @ncdenr.eov
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 third parties unless the content is exempt by statute or other regulation.
From: Steve Oliverio <[e-mail]>
Sent: Tuesday, January 07, 2020 8:36 AM
To: anku126860gmail.com
Cc: Cashion, Ted <[e-mail]>; Robert Bartlett <[e-mail]>
Subject: [External] 19-130 Village Motor Lodge Sewer Permit
�&i External email, Do no#-alicslcllnlas or open attar..hrnents unless you verifjr. Send all'
°s� . c€ous emait. as an attaefiment to
r �
Ankul,
We've made a few corrections to the Sewer Permit Cover Letter and to the Application.
Please review and re-sign the last page of the attached application and forward it "reply all" email to Mr. Cashion and
US.
Or you can mail it directly to Mr. Cashion at the address shown on the attached cover letter if that is easier.
Ted,
We've made the corrections to the application per your comments and I've had our engineer re-sign the last page of the
application and it is attached.
Not sure if the previously signed page will suffice, and also not sure as to Mr. Patel's email savvy, so we may need to
facilitate an alternate way to obtain his confirmation of agreement to these changes.
Please let us know if there are any questions or comments.
Thank you.

Steve Oliverio
Project Manager
BARTLETT ENGINEERING & SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartlett.us.com
OUR MISSION: We will change the world...
intentionally becoming better at providing
engineering and surveying solutions.. .
serving others ... serving Jesus Christ!
4

Cashion, Ted
From: Steve Oliverio <[e-mail]>
Sent: Tuesday, January 07, 2020 8:36 AM
To: [e-mail]
Cc: Cashion, Ted; Robert Bartlett
Subject: [External] 19-130 Village Motor Lodge Sewer Permit
Attachments: 19 130 Rev FTA 04-16.pdf; 19_130 Signed Rev Cover Letter.pdf
-Do hot,acfarinks -or open attachments unlessyou verify: sendiff suspicious a ail as an attac me4to
Ankul,
We've made a few corrections to the Sewer Permit Cover Letter and to the Application.
Please review and re-sign the last Page of the attached application and forward it "reply all" email to Mr. Cashion and
U5.
Or you can mail it directly to Mr. Cashion at the address shown on the attached cover letter if that is easier.
Ted,
We've made the corrections to the application per your comments and I've had our engineer re-sign the last page of the
application and it is attached.
Not sure if the previously signed page will suffice, and also not sure as to Mr. Patel's email savvy, so we may need to
facilitate an alternate way to obtain his confirmation of agreement to these changes.
Please let us know if there are any questions or comments.
Thank you.
Steve Oliverio
Project Manager
BARTLETT ENGINEERING & SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartlett.us.com
OUR MISSION: We will change the world...
intentionally becoming better at providing
engineering and surveying solutions ...
serving others ... serving Jesus Christ!

Cashion, Ted
From: Cashion, Ted
Sent: Monday, January 06, 2020 3:40 PM
To: [e-mail]; '[e-mail]' /
Cc: Robinson, Jason; Deck, Erin M
Subject: Village Motor Lodge sewer extension application �t
l
We are reviewing the subject application and need additional information.
e�
Item IX.2 of the application was not marked as required.
Item IX.S of the application was marked 'no' (does not comply with 15A NCAC 02T.0105(c)(6)j. Please explain why this
item is marked no.
Per the instructions for the application, please provide a brief description of the requested permitting action.
In the future, please use the application instructions as a checklist in order to ensure all required items are
submitted. This will help produce a quicker review time and reduce the amount of requested additional information.
Please submit the above necessary items. This information may be submitted via email to expedite review. Please have
Mr. Patel submit this to us to confirm his agreement with the changes to the application.
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
fkpesvr�ri sf tmtorrnrntat ps�:s` !—
Subscribe to Collection System & Sewer Permitting U dates
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: Steve Oliverio <[e-mail]>
Sent: Thursday, December 05, 2019 7:12 AM
To: Cashion, Ted
Cc: [e-mail]; Robinson, Jason; Robert Bartlett
Subject: [External] RE: Village Motor Lodge fast track sewer extension application
Attachments: 19 130 FTA01_16 Rev Pg 1 of 5.pdf
emaii.-Rb not al liriks•ot open attar #hments uhless you verify- send all su g orJ us email as an attad5fnent to '
Ted,
Please see attached revised page 1 of 5 listing the correct owner's name as listed on the County's GIS Site.
Please contact us with any additional questions or comments.
Thank you.
Steve Oliverio
Project Manager
BARTLETT ENGINEERING & SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartlett.us.com
OUR MISSION: We will change the world ...
intentionally becoming better at providing
engineering and surveying solutions ...
serving others ... serving Jesus Christ!
From: Robert Bartlett <[e-mail]>
Sent: Wednesday, December 4, 2019 6:51 PM
To: Steve Oliverio <[e-mail]>
Subject: Fwd: Village Motor Lodge fast track sewer extension application
Robert S Bartlett
Sent from my iPhone
Begin forwarded message:
From: "Cashion, Ted" <[e-mail]_>
Date: December 4, 2019 at 6,09:58 PM EST
To: "ankul2686@g_mail.com" <[e-mail]>, Robert Bartlett <[e-mail]>
Cc: "Robinson, Jason" <[e-mail]>
Subject: Village Motor Lodge fast track sewer extension application
We received the subject application on 11-25-19. The applicant's name "Village Motor Lodge", is not
listed with the NC Secretary of State's office.

Please provide the correct legal name for this applicant, and submit a revised page 1 with the correct
legal name.
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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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: Cashion, Ted
Sent: Wednesday, December 04, 2019 6:10 PM
To: [e-mail]'; '[e-mail]'
Cc: Robinson, Jason
Subject: Village Motor Lodge fast track sewer extension application
We received the subject application on 11-25-19. The applicant's name "Village Motor Lodge", is not listed with the NC
Secretary of State's office.
Please provide the correct legal name for this applicant, and submit a revised page 1 with the correct legal name.
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
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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.