WQ0044178_Application (FTSE)_20230302

NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR MAR Z 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
ffice
Application Number:10(POC 4 l b (w be ccnnp1ctcd by DWR;
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: Nash County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately Owned Public thility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Stacie Shatzer per 15A NCAC 021' .0106(h�
Title: County Manager
4. Applicant's mailing address: 120 W Washington Street, Suite 3072
City: Nashville State: NC Zip: 27856-
5. Applicant's contact information:
Phone number: (2� 459 -9800 Email Address: Jonathan. boone@nashcountync_gov
II. PROJECT INFORMATION:
I . Project name: Middlesex Corporate Centre Infrastructure Improvements Phase B.
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ0041 153
3. County where project is located: Nash
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.7959 Longitude:-78.1918
5. Parcel ID (if applicable): 274400316063 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
. Professional Engineer: David G. Malinauskas License Number: 029997
Firm: The Wooten Company
Mailing address: 120 N Boylan Ave
City: Raleigh State: NC Zip: 27603-1423
Phone number: (2L9) 828-0531 Email Address:
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek W WTP Permit Number: NC 0079316
Owner Name: City of Raleigh
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00002
2. Downstream (Receiving) Sewer Information: 12 inch Gravity i Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00002
Owner Name(s): City of Raleigh
FORM: FTA 06-21 Page 1 of 5

VI. 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 .[X-velomr); Operational Agreement I VORA Dr.'V} been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HQA1POA Oneradonal Agreeruenl WORM- FlOAt and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes [:]No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: _% Domestic 100 % Commercial % Industrial (See 15A NCAC 021 .010(20)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02'1' .01_1' 3(,IJ? ❑ Yes ® No
� If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a•h
No. of Units
Flow
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
Ti�lrrl
0 GPD
a See 15A NCAC OZ ,Ol Wb1�(�I�, �eXj) and (e}{?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 G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified din 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: 0 GPD (per 15A NCAC 0? 1' .01 1.)l
'r Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
® Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): Proposed sewer extends to existing businesses on US 264A and into a vacant (no tenants) Middlesex
Corporate Centre Park.
FORM: PTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sellers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
5,004
PVC
8
487
DI
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i Section III contains information related to minimum slopes for gravity sewer(s)
:- Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02 F .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Middlesex Corporate Centre
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.78.3034 Longitude:-78,176046
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.187 millions gallons per day (firm capacity)
i This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 130 gallons per minute (GPM) at 134 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
1,661
PVC
4
50
DI
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5A NCAC 02T .0305(W( I }:
® Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
i 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02'I' .0305(0 & ( ca)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter's
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
l00 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
i If noncompliance with 02T.0305(f) or (a). see Section X.I of this application
* 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.03054) cannot be achieved, Please check "yes'
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webnajge
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
i If no, please refer to 15A NCAC 18C,0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ®No ❑ NIA
iw Please provide supplementary information identifying the areas of non-conformance.
i See the Division's draft .separation requirement* for situations where separation cannot be met.
i No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 0?1.0200" ® Yes ❑ No
i This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
)► Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105ic0 (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02'F-0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" [—]Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
i 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittm cL �f I'untp Station'.
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria.i latest version as applicable'?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and proiects requiring a variance approval may be subiect to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
sigunificant portion of theyrOiect, the full technical review is required.
2. Professional Engineer's Certification:
I, David G. Malinauskas , attest that this application for Middlesex Corporate Centre Infrastructure
(Professional Engineers name from Application Item III.I .) Improvements Phase B
(Project Name from Application Item ILI )
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,
Minimum Design Criteria for Gravity Sewers tlatesi version}, and the Minimum Design Uieria fo,- the Fast -Track Permitting
of Pump Swtions 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Stacie Shatzer, County Mana er , attest that this application for Middlesex Corporate Centre Infrastructure
(Signature Authority Name from Application Item 1.3.) Improvements Phase B
(Project Name from Application Item ILI )
attest that this application 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. 1 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. 1 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 $25,000 per violation.
Signature: Date: �� '0z
FORM: FTA 06-21 Page 5 of 5

Wooten
March 2, 2023
NCDEQ - Division of Water Resources
Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh, NC 27609
Re: Sewer Fast Track Application
Middlesex Corporate Centre Infrastcture Improvements Phase B
Middlesex, North Carolina
Raleigh Regional Office:
120 N Boylan Avenue
Raleigh NC 27603
919! 323 0531
NC Dept of E1lvlronmental Quality
Raleigh Regional Office
On behalf of Nash County, we are submitting one (1) original and one (1) copy of the following
documents related to the above referenced project for your review and approval:
• Application Fee ($480.00)
• Sewer Fast -Track Application (FTA 04-16)
• Town of Middlesex, sewer acceptance
• Cover Letter Narrative (see paragraph below)
• USGS Topographic Map showing proposed utilities
• Aerial map showing general project area
This project will install approximately 5,004 linear feet of 8" PVC gravity sewer, approximately
487 linear feet of 8" ductile iron gravity sewer main, 1,661 feet of 4" PVC forcemain, 50 linear
feet of 4" ductile iron force main. 130 gpm pump station, and removal of a 100 gpm pump
station. The project extends sewer service to additional portions of Middlesex Corporate Centre
(MCC) and will handle flows from existing customers along US264A outside of MCC. This
project is currently a 0 flow permit request as there are no tenants within MCC operating at this
time. Future tenants will apply individually for sewer flows during the design process.
The Town of Middlesex will own and maintain the proposed gravity sewer after construction.
Ownership change form (from Nash County to Town of Middlesex) as well as a letter stating this
sewer extension will be maintained by the Town of Middlesex is attached. All new sewer
improvements have been designed in accordance with the 15A NCAC 02T requirements.
Additional information for relevant application questions are listed below.
FTA 06-21 VI. General Requirements, Origin of Wastewater, No. 4.
TheWootenCompany.com 0 DESIGNING THE FUTURE -

NC Dept of Environmental Quality
X%ooten 120 N Boylan Avenue
Raleigh, NC 27603
MAR 2 [phone]
Raleigh Regional Office
Project is a zero -flow project. The gravity sewer is proposed to serve future tenants when they
occupy existing MCC sites.
FTA 06-21 VI. General Requirements No. 8
As of February 2023 there are two (2) parties pursuing the purchase of lots within the park.
December of 2023 is the earliest possible time flows may be requested for service via the
proposed infrastructure requested with this permit.
FTA 06-21 IX. Setbacks and Separations No. 3 and 5.
Project results in less than 0.1 acres of temporary wetland impacts. USGS map shows a blue
lined stream where a small wetland currently exists. Area has no stream geomorphology,
hydrology, or biology present. Wetland soils, hydrology, and plants exist. No Preconstruction
Notification is required and these impacts are allowable as promulgated in the general conditions
of USACE NW Permit 58 and NCDEQ WQ 4276. No streams or stream buffers will be
impacted by this project. Temporary impact location can be found on sheet C-1.06, from station
25+30 to 26+00.
We think the information provided is a complete submission and adequate for your review. If we
can provide additional information or answer questions you may have, please feel free to contact
us at [phone] or email me directly at dmalinauskasthewootencompany.com.
Sincerely,
THE WOOTEN COMPANY
David G. Malinauskas, PE
Water Resources Practice Manager
Enclosures: as stated.
cc: TWC File
TheWootenCompany.com DESIGNING THE FUTURE -

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Smith, J Chris
From: James Pflaum <[e-mail]>
Sent: Friday, April 21, 2023 11:00 AM
To: Smith, J Chris
Cc: Dave Malinauskas; Lester Lowe; Jonathan Boone
Subject: RE: [External] Middlesex
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Chris,
Regarding the Middlesex Corporate Centre Phase B project. We have 1 customer requesting sewer availability by
12/31/2023 (approximately 6,250 GPD) and two other customers requesting sewer availability by Fall of 2024
(approximately 1,100 GPD). These customers are primarily warehouses with distribution businesses, flows are from
employee restrooms.
One of these customers has closed on property purchase, the remaining customers have closing dates this summer.
Regards,
James Pflaum, El
Assistant Project Engineer
[phone] x883.Office
[phone] • Fax
120 N. Boylan Ave,
Raleigh, NC 27603
Wooten
From: Smith, J Chris <[e-mail]>
Sent: Tuesday, April 18, 2023 2:48 PM
To: James Pflaum <[e-mail]>
Cc: [e-mail]
Subject: RE: [External] Middlesex
James,
Following up on our conversation yesterday regarding the Middlesex Corporate Centre Phase B project;
please provide some information detailing future plans for the area to be served by the zero -flow gravity sewer line that
is included in the permit application.
Specifically, per Section VI.8. Of the permit application form "Please provide supplementary information indicating the
approximate timeframe for permitting upstream sewers with flow."

As I mentioned yesterday, we don't typically permit zero -flow gravity lines unless they are going to be put into use under
a separate permit application in the very near future.
That being the case, we need documentation that this proposed gravity line agrees with this description.
Many thanks,
J. Chris Smith (he/him/his)
Environmental Specialist, Raleigh Regional Office DWR
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
D E �.;,. Q
11808M 01 o1 EnvlronmI ammy
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
North Carolina's Riparian Buffer Protection Program
From: James Pflaum <' fop [e-mail]>
Sent: Monday, April 17, 2023 4:18 PM
To: Smith, J Chris <[e-mail]>
Subject: [External] Middlesex
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Regards,

James Pflaum, EI
Assistant Project Engineer
[phone] x883.Office
[phone] • Fax
129 N. Boylan Ave.
Raleigh, NC 27603
11 ooten