WQ0040573_Application (FTSE)_20181211

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number d it t(d S_7 O (to be compteted by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Johnston County Department of Public Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Ms. Chandra Ymtsc PE per 15A NCAC 02T .010
Title: Director Johnston County Public Utilities
4. Applicant's mailing address: 309 E. hLmiget Street NC Dept of Environmental Quality
City: Smithfield State: N& Zip: 275777 DEC 11 2018
5. Applicant's contact information:
Phone number. a9 2209- 333 Email Address: chandmra&ft—@jo1mdonnc.-com Raleigh Regional Office
U. PROJECT INFORMATION:
1. Project name: Summmakd Plantation Section 3
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number, WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number. WQ00
3. County where project is located: JohoM
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6190 Longitude:-18.57250
5. Parcel ID (if applicable): 162800-70-4070 & 162800-71-4169
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer. Michael V ZaccardO.PE License Number: 022321
Firm: Wetherill Engineering, Inc.
Mailing address: 1223 Jones Franklin Road
City: Raleigb State: NC Zip: 27606-
Phone number: ( it) 851-8077 Email Address: rnzaccaglo(a)wetherillog,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name: Central Jobnston Co. Regional Wastewater Treatment Facility Permit Number. NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): W 0029418 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston Counter_
FORM: FfA 04-16 Page 1 of 5

GENERAL REQUIREMENTS
1. 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 Devcl er's Op2rational Agmemcnt ORM: DE been attached?
❑ Yes ®No ❑NIA
3. If the Applicant is a Horny--Tro crt y Ownm' Association has as operaticinal A eement FORM. 1-[OAi been attached?
[--]Yes ONO ❑NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/seMce ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commemial % Commercial
%Industrial ( er 15A N AC 02T 0103f20)1
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 I ? ❑ yes ®No
D If ves.provide a cony of now redaction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see Q T.011 1W Daily Design Flow a No. of Units Flow
Single Family Residential Homes 320 gal/ home 95 30,400 GPD
!lam GPD
gay GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 30,400 GPD
b
See 15A NCAC 02'1' .Ol 14(b) ld),(c)(1)and felf2.1 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling, proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in Q.S. 42A-4).
Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114 shall be
determined using available flow data, water using frxtures, occupancy or operation patterns, and other measured data
5. Wastewater gene by Project: 30.400 GPD (per 15A NCAC 02T .0114)
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 pemritted 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 (Gravitv Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
SDR 35 PVC
8 5,351 &AWWA C-900
DR 18 Class 235
➢ Section lI & 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 StationslForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational points) of the pump($): gallons per minute at feet total dynamic head (TDM
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 1 :
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (0211.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (s)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he nmvided fnr aPwPr a,ari-ma•
® 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 Class I or
Class II 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 Iowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
ft basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage stems and interceptor drains
5 feet
Any swimming is
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g,) contains alternatives where separations in 02T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's MC Surface Water Classifications wcbva&e
➢ If noncompliance with 02T.0305(f) or W. 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 eirected
3. Does the project comply with all setbacks found in the river basin miles per 15A NCAC 2B 2 ? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [:]No
➢ 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.0I Off—O& directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
® Yes [--]No
➢ 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 1 SA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravi1y Sewer Minimum Desion Criteria flatest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review- Approval of the reouest Is reouird prior to submittal of the Fast Track Application and suzwordue documents
2. Professional Engineer's Certification:
I, Michael V. Zaccardo, P.E. 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 finther attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes I43-215.6A and 143-215.611, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. ,
North Carolina Professional Engineer's seal, signature, and date;
11g
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
I, yra C - k-umy, V- ' A i e5 attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613. 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 S25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Johnston County
Project Name for which flow is being requested: Summerwind Plantation Sec 3
More than one FTSE may be required for a single project if the owner of the IVWTP is not responsible far all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit #: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.2675 + 0.34 Clayton
Purchase
e. WWTP facility's actual avg. flow 5.4020
f. Total flow for this specific request 0.0304
g. Total actual and obligated flows to the facility 8.0399
h. Percent of permitted flow used 84.6%
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)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Tetra 0.576 0.230 0.011 0.097 0.108 0.123
New Swift
Crcek* 1.764 0.706 0.249 0.249 0.498 0.208
Josephine 3.384 1.354 0.595 0.257 0.852 0.502
Lanfill EQ _ 1.930 1.672 0.672 0.427 1.099 0.573
* WQ0039606
Under const.
* The Firm Capacity 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 (pl) not less than 2.5.
Page 1 of 7
FTSE 08-13

*** 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.
I11. 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 indicates acceptance of this wastewater flow.
Official Signature
Page 2 of 7
FTSE 08-13

Michael F. Easley, Govemor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 18, 2005
Timothy Broome, PE, Director -of infrastructure and Engineering
Johnston County Public Utilities
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
information requested. Based upon this data and the County response to our additional information
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 permit for the treatment facilily or exceed the capacity of the sewers
downstream of any new sewer extension or service connectionl's) 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 ❑oklovic
at [phone] ext. 371.
Sincerely,
rAlan W. Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One Pretreatment, Emergency Response and Collection Systems Unit Internet hV;#h2o.enr,nc state,usfndpu
NOrffiCarOlula 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal oppodun_ty Action Employer
Telephone [phone] Fax [phone]%recyded/10% post -consumer paper

6 A /� W"'(/4
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
December 6, 2018
Wetheriil Engineering
Mr. Mike Zaccardo, PE
1223 Jones Franklin Road
Raleigh, NC 27606
Re: Sewer Facilities to Serve Summerwind Plantation Section 3
JC Serial No: 18-053-P
Plan Approval
Dear Mr. Zaccardo:
This letter is to confirm that the revised engineering plans and technical specifications have been approved for the
sewer facilities to serve Summerwind Plantation Section 3, Johnston County Serial No. 18-053-P.
Upon completion of the construction or modification, and prior to placing the new construction or modification
into service, the following information must be received and approved by the Johnston County Department of
Utilities:
1. NCDENR approval letter
2. Engineer's certification
3. As -Built drawings sealed by the Engineer
4. Lien waiver from the utility contractor
5. Recorded plat indicating any necessary utility easements
Please have the utility contractor schedule a pre -construction conference with our office prior to the installation
of the sewer distribution facilities. Please be advised that all permits must be received by this office prior to
construction. Contact me at [phone] or [e-mail], if you have any questions or need
additional information.
Sincerely,
%tom V—
Mike Keen
Utilities Manager
cc: Chandra Coats, PE — Public Utilities Director
Printed an recycled paper (1

-�WETHERILL
N Ell R IN
1223 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] Fax [phone]
www.wetherillen g� com
To: NCDWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTN: NCDWQ Staff
Date: December 11, 2018
Attention: NCDWQ Staff
Re: Summerwind Plantation Section 3
Fast Track Application for gravity sewers
We are sending to you 0 Enclosed ❑ Email O Under separate Cover
O
Shop Drawing
IM
Prints O Tracings
❑
Submittal Date
❑
Specifications ❑ Documents
0
Progress Drawings
❑
Other
COPIES
DATE
NUMBER
2
Signed 10/24/18
Fast Track Application (FTA 04-16 )
2
Signed 08/15/18
Approved Summerwind Plantation Subdivision Plans
2
Signed 08/14/18
Cleveland Springs Section 3 Eng. Report briefly describing the project
2
Dated I2/11/18
Check #23193 for $480 payable to NCDEQ for application fee
2
Signed 10/24/18
Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance
2
Dated 12/11/18
Color USGS map showing site location and street view
2
Dated 12/11/18
Watershed Classification Attachment (form WSCAS-01-15)
2
Sealed 07/23/18
Water & Sanitary Sewer Technical Specifications
These are transmitted as follows:
0 For Approval
I] For Your Use
O As Requested
13 For Review & Comment
Dear NCDWQ Staff,
0 Approved as Submitted
0 Approved as Noted
O Please Return
0 Other
Enclosed please find our Fast Track application package for the above referenced project.
If you have any questions during your review; do not hesitate to give me a call at 919-851-8077. Thanks
Date 12/1111$ Signed:
Brad K. Connolly

NC Dept of Environmental Quality
DEC 11 2018
PA 0 Regional Office
S R PLANTATION
SECTION 3
PROPOSED SANITARY SEWAGE
ENGINEERING REPORT
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AUGUST 10, 2018 : o� E $
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ENGIN ING
PMPMn BY
Wetheriil Engineering, Inc.
1223 Jones Fmnklin Road
Raleigh, NC 27606
Phone [phone]
Fax [phone]
Disclosure Statement:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adaptation by Wetherill Engineering, Inc.
shall be without Iiability to Wetherill Engineering, Inc.

Summerwind Plantation Section 3 is a residential neighborhood located in Johnston County, NC, situated
close to the Wake County border, west of Interstate 1-40 and north of NC Highway 42. This report has
been compiled for the review and approval of the Johnston County Public Utility Department and the
North Carolina Department of Environmental Quality, Division of Water Resources, for the construction
of new sanitary sewage infrastructure to support the development of a total of 95 single family homes.
The plans for Summerwind Plantation Section 3 consist of 6 residential shoulder section streets.
Section 3 is planned on approximately 41.45 acres. The southern entrance is at the intersection of
Sentry Oaks Drive and Summerwind Plantation Drive. The northern entrance is at the intersection of
Tympani Lane and Summerwind Plantation Drive.
All home sites in Section 3 will be serviced by 8" gravity sanitary sewers. The proposed gravity sanitary
sewer systems will be comprised of approximately 5,351 LF of 8" SDR 35 PVC and 8" AWWA C-900 PVC
DR 18 Class 235 PVC. The gravity sewer system will drain to the existing 8" DIP sewer as shown on the
plans.
The Developer of Summerwind Plantation Section 3 intends to build 95 4-bedroom single family homes.
Using 80 gpd per bedroom, each unit is designed for 320 gpd, therefore 95 units x 320 gpd/unit = 30,400
gpd.
The new gravity sanitary sewer system will be owned, operated and maintained by the Johnston County
Public Utilities Department.

Cashion, Ted
From: Chandra Farmer <[e-mail]>
Sent: Tuesday, January 15, 2019 9:35 AM
To: Cashion, Ted
Subject: [External] Re: Summerwind Plantation Section 3 fast track sewer extension application
CAUTION: External email. Do not click links or open attachments unless you verified. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
Yes. You have the County's permission.
Sent from my iPhone
> On Jan 15, 2019, at 8:55 AM, Cashion, Ted <[e-mail]> wrote:
> Hi Chandra,
> Need your approval to modify the application to show item VI.6 can be checked 'yes' to show a flow reduction has
been approved.
> We're ready to complete the drafting of the permit.
>
> Thx
> ted
> Ted Cashion
> Water Quality Regional Operations
> Division of Water Resources
> NC Department of Environmental Quality Raleigh Regional Office
> 919-791-4254
>[cid:image001.png@01D12B5F.4B2AD200]
>
> Subscribe to Collection System & Sewer Permitting
> Updates<https:Hlists.ncmail.net/mailman/listinfo/collectionpermitting
> 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: Thursday, January 10, 2019 10:41 AM
> To: Chandra Farmer ([e-mail])
><[e-mail]>; Mike Zaccardo
> ([e-mail]) <[e-mail]>
> Cc: Robinson, Jason <[e-mail]>; Deck, Erin M
> <[e-mail]>
> Subject: Summerwind Plantation Section 3 fast track sewer extension

> application
>
> Hi Chandra and Mike,
> We are reviewing the subject application and need some information prior to drafting the permit.
> Section VI.6 of the application is checked 'no' for a flow reduction approval. Johnston County has a flow reduction
approval for 80 gpd per bedroom, and used it in the calculated flow for this project. With your permission (Chandra and
Mike), we'll mark the 'yes' box to show the flow reduction approval. You may both send an email noting your
permission to modify the application.
> Section IX.6 of the application notes there is a'high priority line' in this project. As required in the application, please
include an attachment with details for each line, including type (aerial, size, material, location, etc). You may email this
info to us.
> We'll continue drafting the permit upon submittal of this information. Please call if questions.
> ted
> Ted Cashion
> Water Quality Regional Operations
> Division of Water Resources
> NC Department of Environmental Quality Raleigh Regional Office
> 919-791-4254
>[cid:image001.png@01D12B5F.4B2AD200]
>
> Subscribe to Collection System & Sewer Permitting
> Updates<https:Hlists.ncmail.net/mailman/listinfo/collectionpermitting
> 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.
> <winmail.dat>

Cashion, Ted
From: Mike Zaccardo <[e-mail]>
Sent: Thursday, January 10, 2019 10:55 AM
To: Cashion, Ted; Chandra Farmer ([e-mail])
Cc: Robinson, Jason; Deck, Erin M;'[e-mail]'
Subject: [External] RE: Summerwind Plantation Section 3 fast track sewer extension application
Attachments: SS-1 Aerial Sewer Line Crossing 20JUL2018 Sealed.pdf; SS-2 Aerial Sewer Line Crossing
20JUL2018 Sealed.pdf; 8_ _UP_2.pdf; 9_-_UP_3.pdf; 10_ _UP_4.pdf
71
• Exteartal err3 tl. €1a rtot ciidriinl or open atta rrtents unless youVeMf#ed df s, rJo#semail a an attathrnerit to
Ted,
Sorry for the mistake on Section VI.6. I knew that. Please change on the application for me.
Section IX.6 — we have 2 aerial sewers. Enclosed please find the plans and details.
Thanks Ted
Michael V. Zaccardo, PE
Civil / Site Director
1223 Jones Franklin Rd.
Raleigh, NC 27606
Office: [phone]
Fax: [phone]
Mobile: [phone]
Direct: [phone]
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Constructten Oo5ervaben
Surveying
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From: Cashion, Ted [mailto:[e-mail]]
Sent: Thursday, January 10, 2019 10:41 AM
To: Chandra Farmer([e-mail]); Mike Zaccardo
Cc: Robinson, Jason; Deck, Erin M
Subject: Summerwind Plantation Section 3 fast track sewer extension application
Hi Chandra and Mike,

We are reviewing the subject application and need some information prior to drafting the permit.
Section V1.6 of the application is checked 'no' for a flow reduction approval. Johnston County has a flow reduction
approval for 80 gpd per bedroom, and used it in the calculated flow for this project. With your permission (Chandra and
Mike), we'll mark the 'yes' box to show the flow reduction approval. You may both send an email noting your
permission to modify the application.
Section IX.6 of the application notes there is a 'high priority line' in this project. As required in the application, please
include an attachment with details for each line, including type (aerial, size, material, location, etc). You may email this
info to us.
Weil continue drafting the permit upon submittal of this information. Please call if questions.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
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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.
0

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, January 10, 201910:41 AM
To: Chandra Farmer ([e-mail]); Mike Zaccardo
(MZaccardo@wetheril leng.com )
Cc: Robinson, Jason; Deck, Erin M
Subject: Summerwind Plantation Section 3 fast track sewer extension application
Hi Chandra and Mike,
We are reviewing the subject application and need some information prior to drafting the permit.
Section VI.6 of the application is checked 'no' for a flow reduction approval. Johnston County has a flow reduction
approval for 80 gpd per bedroom, and used it in the calculated flow for this project. With your permission (Chandra and
Mike), we'll mark the 'yes' box to show the flow reduction approval. You may both send an email noting your
permission to modify the application.
Section IX.6 of the application notes there is a 'high priority line' in this project. As required in the application, please
include an attachment with details for each line, including type (aerial, size, material, location, etc). You may email this
info to us.
We'll continue drafting the permit upon submittal of this information. Please call if questions.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
"Nothing Compares
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.