WQ0041140_Application (FTSE)_20190828

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: l� v o �l 0 tta be completed by DWR)
All items must be completed or the-anNication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Tetton Do%%ns. LLC (company. municipality- HOA. utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ Stato'County ❑ Municipal
3. Signature authority's name: Anthony Tettenon per 15A N(',�C 02'1- .0106(h)
Title: Owner
4. Applicant's mailing address: 428 Campground Road
City: Selma State; NC Zip: 27576-. 947
5. Applicant's contact information:
Phone number: [phone] Email Address: tonvtetterton u.gmail com
II. PROJECT INFORMATION:
1 ;A 0L,
❑ Privately -Owned Public Utility
❑ Other
L Project name: RVacation Cam round Pump,Station and Forcemain
2. Application.Troject status:
® Proposed (New Permit) ❑ Existing Permit/Project
Ira modification, provide the existing permit number: WQOO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: Johnston
=4. Approximate Coordinates (Decimal Degrees): Latitude: 35.529834" Longitude:-78162050
5. Parcel ID (if applicable): 120520051
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Thomas A. Perdue License Number: 42668
Firm: NlacConnell & Associates P.C.
Mailing address: P.O. Box 129
City: Morrisville State: NC Zip: 27560-
Phone number: (919) 4 7-1239 Email Address: to macassoc a bellsouth.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name; Johnston County Wastewater Treatment Plant Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORI%tATION (irdifferent than WWTF):
I . Permit NumberO: s W
Q 00V Downstream (Recei%ing) Server Size; 18 inch
S%stcm Wide Collection Svstem Permit Numhcr s if a licahlc : WQCSO029-4
Owner Name(s): To%vn of Selma
FORM: FTA 04-16
Page I ors

GENERAL REQUIREMENTS
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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 Agreement (FORM: DEV) been attached?
❑ Yes []No ®NrA
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement FORM: HOA 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 / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /CIubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see OZT.0114(f1)
Daily Design Flow •.s
No. of Units
Flow
RV Campground
I00 gal/campsite/day
60
6,000 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6,000 GPD
a See I5A NCAC 02T .0114(b), (d)(e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelIing; 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 .OI I4(c), design flow rates for establishments not identified [in table 15A NCAC 02T,01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6.000 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations f
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):
;A FORM: FTA 04-16
Page 2 of 5

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VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
+/- 3130 (new)
SCH 40 PVC
6
—300 (existing)
SCH 40 PVC
➢ 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 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: RVacation Pump Tank
2, Approximate Coordinates (Decimal Degrees): Latitude: 35.531557' Longitude:-78.262158`
3. Design flow of the pump station: 0.006 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 43 gallons per minute at 73.9 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2-inch
+/- 660
SCH 40 PVC
6. Power reliability in accordance with 15A 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 - I5A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ 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.
IFORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 &
➢ 15A NCAC 02T.0305 contains minimum separations that shall be nrovided for sewers stems
p�� NG yYG 1
V ❑ Yes ® No
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 Iines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class lI 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
I0 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
I0 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) 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 k
➢ If noncompliance with 02T.0305(1) or (e). see Section X of this application
{-V7ti
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2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ NIA
➢ 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 0213.0200? ® Yes ❑ No ❑ N. A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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
I 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 to No ❑ MA
➢ 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 Minimum Desilln Criteria for the Permitting of Pump Stations
and Force Mains latest version),and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
El Yes ® No 6k fi-'2 �I.r �. „ C
r' If No. complete and submit the Variance?Alternative Design Request application (VADC 10-14) and supporting documents for
review. AvRroval of the reguest is re wired prior to submittal of the Fast Track Application and supporting documents.
} 2. Professional Engineer's Certification:
1, — 1 y `�C iS F�CU��
attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 (Iatest 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 Engineers seal, signature, and date:O.,yy
OFESS�O i
2 y
0426
i y�o tiQr � aJ �
� ��•�es pot •a�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I' -��—�- attest that this application for
(Signature Au ority'vname & title from Application Item 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 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 '1 penalties up to $25,000 per violation.
Signature: _ _ Date; 2 2 w%
FORM: FTA 04-16 Page 5 of 5

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LEGEND
CP
COMPUTED POINT
EIS
EXISTING IRON STAKE OR PIPE
ISS
IRON STAKE OR PIPE SET
EX.
EXISTING
R/W
RIGHT -Or WAY
t
LIGHTNTERUUNELp E
5
RSA A�E� 9 �
-o-40F SE s°EliaT
`a0a``�O L I N,q
C1 ,6NAL
JAMES HENRY MITCHELL
DOROTHY L. MITCHELL
D.B. 4058. PG. 418
TAX 012N09078
SITE
CCD
N
z
VICINITY MAP
(NO SCALE)
4, JAMES HENRY MITCHELL
DORMY L. MITCHELL
f4, D.B. 4058, PG. 418
TAX 012N09078
'Wk
Q`
JAMES HENRY MITCHELL f'
DOROTHY L. MITCHELL
D.B. 4701, PG. 985 ��
TAX 01202115T / {�FIL
r.
f
rso,
.f
�° r
SME IN FEET
0 30 60 Lou ISO
1, ADRIAN J. $ALL II1; EM FY THAT THIS PLAT WAS
EASENW SURVEY FOR
PREPARED 1N ACCORDANCE WITH STANDARDS OF
PRACTICE FOR LANO SURVEYING IN WRTH CAROLINA
WITNESS W 1> WNAL SIGNATURE. RMSTRATION NLOGER
AND SEAL THIS 11TH DAY
NTH©NY TETTERT©�
[IN THE LANDS OF
OF JI L D. XIm9
A�RIAFI Jam.
DIIROTff—L. MITCHELL
No. L-3667
JERRY BALL LAND
SELMA TOWNSHIP JOHNSTON COUNTY
SURVEYING, P.C.
= S. POL M ST.
NORTH CAROLINA
SHT WIELD, R C� 376
SCALEt 1' c 60' DATE+ 07-12-19

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A
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: RVacation
More than one FTSE may be required for a single project U the owner of the WWTP is not responsible far all pump
stations along the route of the proposed wasiewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: NC 030716�T
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.2234
e. WWTP facility's actual avg. flow 5.841
f. Total flow for this specific request 0.006
g. Total actual and obligated flows to the facility 8.0704
h. Percent of permitted flow used 61.5% actual, 88.5% paper
H. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump Pump
Station Station
(Name or Permit
Number) No.
(A)
Design
Average
Firm Daily Flow"
Capacity, (Firm / pf),
MGD MGD
SehnaEQ 18593 2.2536
Buffalo 7 7.2000
1.5414
2_RRllil
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Flow, MGD
MGD
Flow
1.0671
0.0175
1.0846
2.2841
0.0889
2.3730
(E)=(A-D)
Available
Capacity***
0.4568
0.5070
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieveed 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): Selma System to JC's Selma E &WWPS
Downstream Permit Number: WQ0018593
Page 1 of 6
FTSE 10-18

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III. Certification Statement:
I Chandra C. Farmer, P.E. 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.
iY
Title of Signing Official
Page 2 of d
FTSE 10-18

P.O. Rox 129
Morrisville, NC 27560
919-467-1239
MACCONNELL
& ASSOCIATES, P.0
August 22, 2019
Mr. Danny Smith, Supervisor
NCDEQ: Raleigh Regional Office
Water Quality Section
3800 Barrett Drive,
Raleigh, NC 27609
Re: Fast Track Permit Application
Tetton Downs, LLC.
RVacation Campground - Pump Station & Forcemain
Selma, Johnston County, NC
MacConnell & Associates's Project No.: A69201.00
Dear Mr. Smith:
1101 Nowell Road
Suite 118
Raleigh, NC 27607
Fox 919-319-6510
C Dept of Environmental Quality
AUG 2 8 26t
Raleigh Regional Office
Please find enclosed a fast track application and supporting information for a new pump tank,
forcemain, gravity collection system, and upgrade of an existing 4" PVC gravity sewer line. The
proposed gravity collection system, manhole, 2500-gal pump tank, and forcemain will serve the
new sixty (60) RV camp sites at 428 Campground Rd in Selma, North Carolina. The new camp
site has a design flow of 6,000 GPD. The manhole will collect the effluent from the gravity
collection system which will then flow by gravity to the pump tank with duplex 2-HP grinder
pumps. The duplex pump station and approximately +/-660 linear feet of forcemain meet the
requirements of 15A NCAC 02T and the "Minimum Design Criteria for the Permitting of Pump
Stations and Forcemain". The gravity sewer collection system will serve the new sixty (60) RV
camp sites and meets the requirements of 15A NCAC 02T and the "Minimum Design Criteria
for the Permitting of Gravity Sewers."
Approximately +/- 300 linear feet of existing 4" PVC gravity sewer line will be upgraded to a 6"
PVC prior to discharging to the collection manhole at the Town of Selma pump station. This
portion of the sewer line is located in a wetland; therefore, the 10' separation from the wetlands
requirements per 15A NCAC 02T and the "Minimum Design Criteria for the Permitting of
Gravity Sewers" will not be met. To meet the requirements for an alternative design, the new 6"
line shall be watertight and pressure rated at 30 psi in accordance with 15A NCAC 18C. It will

be located in the same location as the existing 4" PVC gravity sewer line and the buffer tank will
be removed. Please call me if you have any questions.
Attached to this letter are necessary documentation for the Fast Track Application which are as
follows:
• Project Narrative
• Fast Track Application (FTA 04-I6)
• Flow Tracking Sewer Extension (FTSE 10-18)
• Existing Easement
• Documentation for Registration for business with North Carolina Secretary of State
• USGS Topographic Map of area for proposed construction
• Drawings and details for proposed construction with existing sanitary sewer manhole
shown.
• Specifications for proposed construction.
Thank you and have a great day.
Sind rely, ^
aAl""
7omas A. Perdue, P.E.
Project Manager
cc: Tony Tetterton, RVacation Campground.

NC PQpi iki I ii%.II'l nii,C'zita4 QLliiIiey
P.O. Box 129
Morrisville, NC 27560
s 919467-1239
MACCONNELL
& ASSOCIATES, P.0
Project Narrative
Raleigh Regional Office
To: Johnston County, North Carolina Date: August 22, 2019
Client: RVacation Campground From: Thomas A. Perdue, P.E.
Subject: Pump Station and Forcemain Project No.: A69201.00
428 Campground Rd., Selma, NC
1101 Noirell Road
Suite 118
Raleigh, NC 27607
Fax [phone]
RVacation Campground is expanding its campground with 60 new campsites. The new campsites
will produce up to 6,000 gallons per day (60 campgrounds with water and sewer hookups* 100
galicampsite = 6,000 GPD, per 15A NCAC 02T .0114 (c)) of domestic wastewater. Actual values
may vary based on the number of campsites occupied at a given time. The new campsites will
discharge to a 6" PVC gravity sewer that includes a collection manhole, 2500-gallon pump tank,
and a 2" SCH 40 PVC forcemain. The pump tank will utilize a duplex alternating pumping system
with Myers VF20 Series 2-hp grinder pumps. The 2" forcemain will discharge to an existing 6"
PVC gravity sewer line on -site that eventually discharges to a Town of Selma sanitary sewer
manhole. A portion of the existing gravity sewer downstream from the 2" forcemain connection
currently consists of approximately 300 linear feet of 4" PVC with a buffer tank. This portion of
the gravity sewer will be replaced with a watertight 6" PVC gravity line and the buffer tank will
be removed. The original sewer system for the site was installed in the 1970s and is not permitted.
The pump tank will contain a minimum of 18-inches of head above the pump inlet, one dose
between the lead pump turns on, 2.5 doses between the lead pump on and lag pump on, and one
dose between lag pump on and emergency storage capacity. One dose will be 120.63 gallons with
a pump run time of 4.58 minutes, a pump cycle time of 11.82 minutes, and 5.08 pumping cycles
per hour. The site will be equipped with a 20-kw emergency generator with automatic transfer
switch; therefore, a minimum of 4 hours of emergency storage will be required in the pump tank.
With a 6,000 GPD flow rate, 4 hours of emergency storage will be 1,000 gallons. The total
emergency storage provided in the design is 1,007 gallons. An audible and visual alarm will be
installed and tripped when the emergency storage is used.

The existing 4" PVC line that will be upgraded is located in a wetland area; therefore, the 10'
separation requirements of 15A NCAC 02T and the "Minimum Design Criteria for the Permitting
of Gravity Sewers" will not be met. In order to meet the requirements for an alternative design,
the replacement 6" PVC pipe shall be watertight and be able to maintain a pressure of 30 psi, in
accordance with 15A NCAC 18C. The existing line is to be capped, abandoned, and replaced by
the 6" PVC line which will be located next to the existing 4" PVC line. The buffer tank will be
removed. These upgrades will eliminate any back-up that was previously occurring in the buffer
tank as well as meet the pipe design requirements for the sanitary sewer system.
With permission from Johnston County, RVacation Campground will construct the proposed
collection system, pump station, forcemain, and upgraded sewer line.
1

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, October 02, 2019 10:39 AM
To: Robinson, Jason; [e-mail]
Cc: Tony T; Deck, Erin M
Subject: RE: RE: RVacation Campground Pump Station and Forcemain fast track sewer extension
application
Thomas,
Pis supply the correct downstream sewer permit number in item V.1 of the application. The permit number noted on
the application, "WQ00060" does not match any permit issued.
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
6igss:TenT of [mrunwnLl (jw4;/
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Wednesday, October 02, 2019 8:38 AM
To: Robinson, Jason <[e-mail]>; [e-mail]
Cc: Bolich, Rick <[e-mail]>; Deck, Erin M <[e-mail]>; Tony T <[e-mail]>;
Chandra Farmer ([e-mail]) <[e-mail]>
Subject: RE: RE: RVacation Campground Pump Station and Forcemain fast track sewer extension application
Thomas,
We need approval from the Town of Selma to accept this waste into their collection system. Please submit a FTSE form
signed by Selma.

Cashion, Ted F1 l�
From: Tony T <[e-mail]>
Sent: Wednesday, October 02, 2019 9-22 AM
To: Cashion, Ted
Cc: Thomas Perdue
Subject: [External] Fwd: PUMP STATION 7 & PUMP STATION 11
Attachments: image002.jpg
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Mr. Cashion,
Please find below an email I received earlier from the Town of Selma regarding my flow. In the email he mentions a
zoning permit. He didn't know then I had already obtain the zoning permit.
If this isn't sufficient, I am sitting outside the gate of the Utility Director's office waiting for him to return from a project
he is on.
Thank you for your consideration,
Tony Tetterton
---------- Forwarded message -
From: Dwan Bell <dbell (Mselma-nc.com>
Date: Tue, Apr 30, 2019, 3:42 PM
Subject: PUMP STATION 7 & PUMP STATION 11
To: tonvtetterton(@email.com <[e-mail]>
Cc: Mike McLaurin <[e-mail]>, Mike McLaurin <[e-mail]>
Good afternoon,
Mr. Tetterton, I wanted to touch basis with you to confirm that the Town of Selma does have the capacity for your
additional flow that you have requested for your RV park. However, you will need to apply for a zoning compliance
permit through the town. Mr. Randy Cahoon -Tingle, the towns' Planning Director, can assist you with that process.
Please feel free to contact Mr. Cahoon -Tingle via email rcahoon-tineleCcDselma-nc.com or by phone at 919-965-9841 ext:
1006.
Best,

DWAN BELL.
PUBLIC SERVICES DIRECTOR
TOWN OF SELMA
919-965-9841 ext: 4001

Cashion, Ted
From: [e-mail]
Sent: Thursday, August 29, 2019 9:58 AM
To: Cashion, Ted
Cc: [e-mail]; Robinson, Jason; Deck, Erin M
Subject: [External] RE: RVacation Campground Pump Station and Forcemain fast track sewer
extension application
Attachments: FTA 04-16_Pagel_NameChange_TettonDowns.pdf
mail. po not clletc links pen attachments unless you verify. 5 r� all suspicious email as an attacftment to
Ted,
Tetton Downs, LLC is the correct applicant's name. Attached is a revised page 1 with the proper legal name for the
project.
Let us know if you need anything else,
William J. McCarrick, E.I.
Jr. Project Engineer
[e-mail]
MacCONNELL
& Associates, P.C.
1101 :OWS:11 R03d. Su]1G 118
Raleigh. tip; 27607
11.0. Box 129
MuRtsvillc. \C 27560
I cl: 019) d67-1234 I-ax. tl)19131 9-65111

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, August 28, 2019 3:09 PM
To: [e-mail]; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: RVacation Campground Pump Station and Forcemain fast track sewer extension application
Thomas and Tony,
We received the subject application today. The applicant's name in item I.I. of the application is "RVacation
Campground". The N.C. Secretary of State's office does not have a record of this name in their corporation database. It
appears from other documents submitted with the application that the applicant's name may be "Tetton Downs,
LLC". Please confirm and submit a revised page 1 with the proper legal name for this project.
Thx
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
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