WQ0036047_Application (FTSE)_20191127

State of North Carolina
DWR
Department of Environmental Quality
Division of Witter Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
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Application Number: (tube completed by l7WR}
All items must he completed or the annlication will be returned
I. APPLICANT INFORMATION:
I.
Applicant's name: Johnston County Public Utilities De artment (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ IndividuaI ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3.
Signature authority's name: Chandra Fanner. PE per 15A NCAC 02T .0106{b}
Title: Director of Utilities
4.
Applicant's mailing address: 309 East Market St.
'
City: Smithfield State: NC Zip: 27577-
O'
5.
Applicant's contact information:
Phone number: [phone] Email Address: chandra farmer 'olmstonnc.com
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il. PROJECT
INFORMATION:
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I.
Project name: Tuscany. Phases G2A & G213
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2.
Application/Project status: ❑ Proposed (New Permit) ® Existing Pertnit/Projecl
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a.
If a modification, provide the existing permit number: WQ0036047 and issued date: 7/9/2012
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3.
County where project is located: Johnston
4.
Approximate Coordinates (Decimal Degrees): Latitude: 78.23.234' Longitude:-35.38,769°
5.
Parcel ID (if applicable): poition/168900-43-2094: aottion/168900-42-8365, 168900-52-9140: 168900-52-9454,
portion/ 168900-53-7227
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Dale Werenko. PE License Number: NC 26495
Firm: WithersRavenel
Mailing address: 115 MacKenan Drive
City: Cary State. NC Zip: 27511
Phone number: 919 469-3340 Email Address. dwerenkoRwithersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Waste Water Facility Permit Number: NC 0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Nunber(s): WQ0037954 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: F'I'A 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of'Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's O erational Agreement -(FORM: DEV been attaclied7
❑ Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners' Association has an Operational A recment FORM: HOA been attached?
❑ Yes [:]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Ilotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Churclti
❑ 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 A 114(f)? ® Yes ❑ No
If yes. Provide it cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T^ 0114(?l
Daily Design Flow 's
No. of Units
Flow
3 bedroom residential home
240 gal/unit
gall
gal/
84
20,160 GPD
GPD
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
20,160 GPD
V/
L'X
a See 15A NCAC 02T .01 14 b d e I and c 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02!&114J shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 20,160 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. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sm-wers):
1. Summarize gravity sewer to be permitted:
D Section II & 111 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)
D 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: G 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 (TDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305 h I :
❑ 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
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 021'
.0305(h)(I)(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.
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 of the portable power source or pump, including travel timeframes, shall he provided
in the case of multiple station power outage,
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that chnll he provided rnr s-1 -.,cf—s-
® 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 lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of CIass I or
Class If 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
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
To2 slope ofembankment or cuts of feet or more vertical hei ht
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ I SA NCAC 02T.0305(a) contains alternatives where separations in 02T.0305cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(f) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 (lie project comply with all setbacks found in the river basin rules per 15A NCAC 0213.0200? ® Yes [:]No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [:IN o
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ 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.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, stonmwater 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
➢ 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 (he permitee's individunl System -Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

91
CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for [lie Perm inin g of Pump Stationti
and Force Mains (latest version), and the Gravity Sewer Mininium Desi to Criteria latest eryion as applicable?
® Yes ❑ No
IFNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Anproval of the re uesi is re uired Prior to submittal of the lust Track Amillcation and sunnortinp documents.
2. Professional
jEn ineer's Certification: �, 7
I• _ _-. !G.�+�'-`' _ _ __ attest that this application for
(Professional Engineer's name from Appiication Item 1I1.1.)
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). AIthough 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 I43-215.613, 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, sign
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, W=Iya— Y L�jattest that this application for
(Signature Authority's name & title from App icatiori 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: 1 �P
I;ORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
TI. Division of Water Resources
DIvlsEan of Watctr Resource% Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston Count
Project Name for which flow is being requested: Section G2B Mod 36047
Vlore than one FTSE majo be required for a single project if afe owner of the tvjVTP is not responsible jar rill pufup
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: Central Johnston County Regional WW Facility
b. WWTP Facility Permit #: NC 030716
c. WWTP facility's permitted flow 9.5 All flows art, in MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.2212
e. WWTP facility's actual avg. flow 5.841
£ Total flow for this specific request 0.00224
g. Total actual and obligated flows to the facility 8.0644
h. Percent of permitted flow used _61.5% actual, 88.5%n paper
11. 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)
Design
Pump
Pump
Average
Station
Station
Firm
Daily Flow**
(Name or
Permit
Capacity, *
(Firm / pf),
Number)
No.
MGD
MGD
NC 42
—Rr}
31450mod
„ --
0.612
0.2448
Clayton
— us
09714
0.648
0.2592
(Q)
(C)
(D)=(B+C)
(E)-(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
0.0466
0.1220
0.16856
0.0762
0.0878
0.1846
0.2724
G3,203)
* 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 pealing 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): 42 East LLC Sections I & J
Downstream Permit Number: WQ0032372
Page 1 of 6
FTSE 10-18

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 [low 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 1 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
Signfng Official
Dare
Page 2 of 6
FTSE 1Q-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
71 % and 0.1846 _MGD of the Available Capacity (E) in Pump Station
Clayton K-5 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.05 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Clayton K-5 W WPS Upgrade is in design or under construction with
planned completion in 2021 ; and/or
d. The following applies:
Currently only 0.087MGD of the permitted capacity of 0.259MGD at the Clayton K-5
W WPS isin use. Anticipated paperflow exceeds the permitited capacity by 5%. A project
underway to upgrade the Clayton K-5 station and is expected to be under construction in
2020 and operational in 2021. The a rate of activation is approximately 0.5MGD peryeari
Upgrades to the station will be operational prior to receiving flows above the nermitted
The permit modification will take the Flow from this project from 0 to 20,1G0 GPD. The
ma on of the homes are already tri Utary. Only 2,240 GPD will be added to the a er
flow.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. I43-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
a LA
Date
Page 3 of 6
FTSE 10-18

G)
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CD
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. .- . - . %FM

%0 WithersRavenet
40 Our People. Your Success.
November 27, 2019
Mr. Ted Cashion
NCDEQ Water Quality Regional Operations
3800 Barrett Drive
Raleigh, NC 27607
RE: Permit No. WQ0036047 Flow Modification Request
Tuscany, Phases G2A & G2B
42 East LLC
Dear Mr. Cashion,
NC Dept of Environmental Qualit',
Raleigh Regional Oft lee
The purpose of this flow modification request is to apportion sanitary sewer flow to 58
residential townhome units (13,920 gpd) in Section G2B and 26 residential townhome units
(6,240 gpd) in Section G2A within the Tuscany master development under WQ0036yI0PThe
total sewer flow is 20,160 gpd and was previously permitted under WQ0031450. Sewer flow
from Section G2A has also changed from Commercial to Residential. No other modifications are
requested.
Please find t original and on copy of the application and supporting documents attached.
• $480.00 Application Fee
• Fast Track Sewer Application for Modification Request executed by the engineer and
applicant
• Flow Tracking Acceptance from Johnston County
• USGS Map
• Street Level Map
• Permit No. WQ0036047 (07/12/2012 Approval)
Sincerely,
WithersRavenel
Dale Werenkpo, PE
Project Engineer
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 f: 919.467,60081 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

of WArF�,
.a Q Michael F_ Eaft Governor
�O G
q William G. Ross Jr., Secretary
>_ North Carolina Department of Environment and Natural Resources
G Alan W. Klimek, RE, Director
D' is of Water Quality
May 18 2005
Timothy Broome, PE, Director of Infrastructure and Engineering 1
Johnston County Public Utilities L �`� ,11r�
PO Box 2263
Smithfield, NC 27577
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome.
On February 22, 2005, the Division of Water Quality received a flow reduction request for
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 was analyzed by central office and regional office staff with additional
infIc-maticn requested. Based upon this data and the County response to our add ional l aforrraaaflon
requests, the Division hereby approves the use of 80 GPD per residential bedroom, with a minimum
of 160 gpd for one and two bedroom units in all applicable non -discharge permit applications
Flow shall be incremented by 80/gpd for each bedroom above two. Regardless of the adjusted
design daily wastewater flow rate at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES Permft for the treatment facility or exceed the capacb of the sewers
downstream of any new sewer extension or service connections . A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at (9.19)733-5083 ext. 371.
Sincerely,
rAian W Klimek, P.E.
cc Ken Schuster, Raleigh Regional Office fi
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One Prelmalment. Emergency Response and Collection Systems Urvt Internet htlplfi2o env ncstate.uslndpu
North Carob na 1617 Mai Service center. Raleigh, NC 27699-1617 An Equa opportunity Action Employer
Natural!✓ Telephone (919) M5083 Fax [phone] a rerycledll0% piW-consumer paper

Cashion, Ted
From: Chandra Farmer <[e-mail]>
Sent: Monday, January 06, 2020 11:42 AM
To: Cashion, Ted; Kim Rineer; Werenko, Dale
Cc: Robinson, Jason; Terry Stephens - Creedmoor Partners, L.L.C.
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
� External emaii: Do,not click -links or open attachments uhlessiyou verity. Send a $ suspiolous emaH as an.attarhment to
Ted,
Yes, please add the 2,625 LF as necessary to the modified permit.
Thanks
Chandra
From: Cashion, Ted <[e-mail]>
Sent: Monday, January 6, 202011:37 AM
To: Kim Rineer <[e-mail]>; Werenko, Dale <[e-mail]>; Chandra Farmer
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Terry Stephens - Creedmoor Partners, L.L.C.
<[e-mail]>
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
Kim and Chandra,
We need to include the original length of sewer line, 2,625 If of 8-inch gravity, in this application. We need to do this
because the original permit will be voided once we issue this modified permit.
Do we have your permission to add this 2,625 If to the application?
We will include language in the permit mod that an engineering certification is not required to be submitted with this
permit because the sewer line was certified in 2015.
This one is a little strange, thanks for working with us.
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
�.., , . ..Q:
oea.rr.+�rr crrn.ro..nww p�..�m� /�
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.
From: Kim Rineer <[e-mail]>
Sent: Thursday, January 02, 202012:03 PM ^�
To: Cashion, Ted <ted.cashion @ncdenr.eov>; Werenko, Dale <[e-mail]>; Chandra Farmer
<chandra.farmer 'ohnstonnc.com>
Cc: Robinson, Jason <iason.t.robinson(@ncdenr.eov>; Terry Stephens - Creedmoor Partners, L.L.C.
<[e-mail]>
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
That will work for us. Please proceed with the updated permit application name.
t-LmberLu c. R.%weer, P.E.
Johnston County Public Utilities
309 E. Market Street
P.Q. Box 2263
Smithfield, NC 27577
919-989-5725
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 2, 202011:58 AM
To: Werenko, Dale <[e-mail]>; Chandra Farmer ([e-mail])
<chandra.farmer0lohnstonnc.com>; Kim Rineer (kim.rineer(Miohnstonnc.com) <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Terry Stephens - Creedmoor Partners, L.L.C.
(ter creedmoor artners.com) <terry@creed moo rpartners.com>
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
Thanks Dale. Since Johnston Co. will be the permittee, we'll need confirmation from Chandra or Kim.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

Cashion, Ted
From: Cashion, Ted
Sent: Monday, January 06, 2020 11:37 AM
To: Kim Rineer; Werenko, Dale; Chandra Farmer
Cc: Robinson, Jason; Terry Stephens - Creedmoor Partners, L.L.C.
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
Kim and Chandra,
We need to include the original length of sewer line, 2,625 If of 8-inch gravity, in this application. We need to do this
because the original permit will be voided once we issue this modified permit.
Do we have your permission to add this 2,625 If to the application?
We will include language in the permit mod that an engineering certification is not required to be submitted with this
permit because the sewer line was certified in 2015.
This one is a little strange, thanks for working with us.
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. ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D.. E
G[p1Y:rKr2 xt (nrTOn:'t[r�l QfJlf��
Subscribe to Collection System & Sewer Permitting Updates
Emoil 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: Kim Rineer <[e-mail]>
Sent: Thursday, January 02, 202012:03 PM
To: Cashion, Ted <[e-mail]>; Werenko, Dale <[e-mail]>; Chandra Farmer
<[e-mail]>

Cc: Robinson, Jason <[e-mail]>; Terry Stephens - Creedmoor Partners, L.L.C.
<terry@ creed moorpa rtners.com>
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
That will work for us. Please proceed with the updated permit application name.
W-Ent.berl.0 C. t2i,neer, P.E.
Johnston County Public Utilities
309 E. Market Street
P.O. Box 2263
Smithfield, NC 27577
919-989-5725
From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Thursday, January 2, 202011:58 AM
To: Werenko, Dale <[e-mail]>; Chandra Farmer ([e-mail])
<[e-mail]>; Kim Rineer ([e-mail]) <kim.rineer0*ohnstonnc;com>
Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Terry Stephens - Creedmoor Partners, L.L.C.
(ter creedmoor artners.com) <terry2creedmooroartners.com>
Subject: RE: [External] RE: fast track sewer extension application for Tuscany
Thanks Dale. Since Johnston Co. will be the permittee, we'll need confirmation from Chandra or Kim.
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
DEQ�);
Diw�aert,i N [mwo�wwMal giuutlr\ f'
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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.
M

Cashion, Ted
From: Kim Rineer <kim.rineerQohnstonnc.com>
Sent: Thursday, January 02, 2020 12:03 PM
To: Cashion, Ted; Werenko, Dale; Chandra Farmer
Cc: Robinson, Jason; Terry Stephens - Creedmoor Partners, L.L.C.
Subject: RE: [Externalj RE: fast track sewer extension application for Tuscany
siaious erpall as an atta
That will work for us. Please proceed with the updated permit application name.
Iz ntberLU C. Rineer, P.EF,
Johnston County Public Utilities
309 E. Market Street
P.O. Box 2263
Smithfield, NC 27577
919-989-5725
From: Cashion, Ted <[e-mail]>
Sent: Thursday, January 2, 202011:58 AM
To: Werenko, Dale <DWerenko@withersraveneLcom>; Chandra Farmer ([e-mail])
<[e-mail]>; Kim Rineer ([e-mail]) <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Terry Stephens - Creedmoor Partners, L.L.C.
([e-mail]) <[e-mail]>
Subject: RE: [External) RE: fast track sewer extension application for Tuscany
Thanks Dale. Since Johnston Co. will be the permittee, we'll need confirmation from Chandra or Kim.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(Mncdenr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D E "
�.p
Ccpae _+.cat ctim�crosr.:a: fY:a'.i�r\ r

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.
From: Werenko, Dale <[e-mail]>
Sent: Thursday, January 02, 202010:58 AM
To: Cashion, Ted <ted-cash ion @ncdenr.gov_>; Chandra Farmer ([e-mail])
<chandra.farmer@jo,hnstonnc.com>; Kim Rineer (kim.rineer 'ohnstonnc.com) <kim.rineerCcDiohnstonnc.com>
Cc: Robinson, Jason <Lon.t.robinson@,ncdenr.eov>; Terry Stephens - Creedmoor Partners, L.L.C.
(ter creedmoor artners.com) <ter creed moo rpartners.com>
Subject: [External] RE: fast track sewer extension application for Tuscany
Ted et al.
The Developer would prefer to use the second suggestion "Tuscany Phases G2A and G213".
Thanks,
Dale
Dale Werenko, PE, CFM
Vice President
117 MacKenan Drive, Cary, NC 27511
55 Grant Drive, Pittsboro, NC 27312
Direct: 919.535.51711 Mobile [phone]
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, December 31, 201912:14 PM
To: Chandra Farmer (chandra.farmer 'ohnstonnc,com) <chandra.farmer(Miohnstonnc.com>; Kim Rineer
([e-mail]) <[e-mail]>
Cc: Robinson, Jason <lason.t.robinson(@ncdenr.eov>; Werenko, Dale <[e-mail]>
Subject: fast track sewer extension application for Tuscany
Hi Chandra and Kim
We received an application on 11-27-19 for `Tuscany, Phases G2A and G213". This application was marked as a
modification to permit number WQ0036047.
However, the original permit WQ0036047 is named "42 East LLC Section G213".
We just want to confirm with you on how you want this permit mod name to appear; "42 East LLC Section G213"
OR `Tuscany. Phases G2A and G213".
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
D�E
C)
J 4
C�Ps:7n<rtl ct fn�vtn�n:si4W�.'T\ /—
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: Werenko, Dale <[e-mail]>
Sent: Thursday, January 02, 2020 10:58 AM
To: Cashion, Ted; Chandra Farmer([e-mail]); Kim Rineer
(kim.rineer@johnstonnc-com)
Cc: Robinson, Jason; Terry Stephens - Creedmoor Partners, L.L.C.
([e-mail])
Subject: [External] RE: fast track sewer extension application for Tuscany
• xterrial emell. bo'ncit.e I I akdinits or open attachments uri ss you verify. sentl all susP-dous7 email as an,attaahment to
c. ov j
Ted et al.
The Developer would prefer to use the second suggestion "Tuscany Phases G2A and G26".
Thanks,
Dale a (,-
Dale Werenko, PE, CFM
Vice President
117 M1acKenan Drive, Cary NC 27511
55 Grant Drive Pittsboro NC 27312
Direct: 919 535.51711 Mobile [phone]
From: Cashion, Ted <[e-mail]>
Sent: Tuesday, December 31, 2019 12:14 PM
To: Chandra Farmer ([e-mail])<[e-mail]>; Kim Rineer
([e-mail]) <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Werenko, Dale <[e-mail]>
Subject: fast track sewer extension application for Tuscany
Hi Chandra and Kim
We received an application on 11-27-19 for "Tuscany, Phases G2A and G2B". This application was marked as a
modification to permit number WQ0036047.
However, the original permit WQ0036047 is named "42 East LLC Section G213".
We just want to confirm with you on how you want this permit mod name to appear; "42 East LLC Section G2B"
OR "Tuscany, Phases G2A and G28".
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, December 31, 2019 12:14 PM
To: Chandra Farmer([e-mail]); Kim Rineer
(kim [e-mail] )
Cc: Robinson, Jason; [e-mail]
Subject: fast track sewer extension application for Tuscany
Hi Chandra and Kim
We received an application on 11-27-19 for "Tuscany, Phases G2A and G2B". This application was marked as a
modification to permit number WQ0036047.
However, the original permit WQ0036047 is named "42 East LLC Section G213".
We just want to confirm with you on how you want this permit mod name to appear; "42 East LLC Section G2B"
OR "Tuscany. Phases G2A and G2B".
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. ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Sri ct fnrrorrsrrl! Q�lit,
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.

.'"K
"e f
FAST TRACK ENGINEERING CERTIFICATION
Permit No. WQ0036047
Johnston County
42 East LLC Section G2B
July 9, 2012
Complete and submit thss form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit.
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all required
supporting documentation have been received by the Division. Therefore, it is highly recommended that this
certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial E] Final
I, Kirk W. Rightmyer, PE , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑X periodically,❑ weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's(Division) Gravity Sewer Minimum
Design Criteria adopted February 12,1996 as applicable, the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER
RALEIGH NC 27699-1628
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall
be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions