WQ0041989_Application (FTSE)_20200918

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING D�CUMENTATION
Application Number: WA 0(to becomplcted by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Wake Technical Community College (company, municipality, HOA, utility, ctc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Jeffrey J. Carter per I SA NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 9101 Fayetteville Road
NC Dept of Environmental Quality
City: Raleigh State: NC Zip: 27603- SEP 18 2020
5. Applicant's contact information: (O ,?gfk-
Phone number: [phone] Email Address: "carter waketech.edu Raleigh Regional Office
11. PROJECT INFORMATION:
1. Project name: Wake Tech Facilities Maintenance Complex
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermitlPreject
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6514 Longitude:-78.6992
5. Parcel ID (if applicable): 0689-92-3154
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer: Brandon McLamb License Number: 034374
Firm: Timmons Groun
Mailing address: 5410 Trinity Road. Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: brandon.mclamb(a`,timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Terrible Creek (WWTPP) Permit Number: NCO066516
Owner Name: Town of Fu ua -Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Numbcr(s): WQ13912 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if applicable): WQCS00193
Owner Name(s): Town of Fuauav-Varina
FORM: FTA 04-16 Page I of

VT. GENERAL, REQUIREMENTS
l . 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 ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Onerational 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 I dental f veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
® Businesses / offices..' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % DomesticfCommercial % Commercial
% Industrial (See 15.E NUAC 02T .0103r20))
bIs there a Pretreatment Program in effect? []Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? [:]Yes []No
e If yes, Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see OZ1.0I 14n
Daily Design Flow'-e
No. of Units
Flow
Business
25 gal/employee per shift/day
68
1,700 GPD
Warehouse
100 galiloading bay
4
400 GPD
gal;'
GPD
gal'
GPD
gal;'
GPD
gall
GPD
Total
2,100 GPD
a See 15A NCAC 02T .01 14(b). (d). (c)(I )-and (e)(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 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,100 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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & I<IDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
609
DIP
S
419
DIP
:- 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)
50- 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
1. 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 point(s) of the pump(s). _ gallons per minute at feet total dynamic head (TDH)
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)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(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 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
I. Does the project comply with all separations found in 15A NCAC 02T _0305 &
> I SA NCAC 02T.0305(f) contains minimum sc arations that shall be rovided for sewers stems,
❑ 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 If impounded reservoirs used as a source of drinking water
100 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 see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buildin ► foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interce for drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
> 15A NCAC 02T.03051e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaec
> 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 ❑ 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 cf ected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? ®Ycs ❑ No ❑ NIA
> This would include Trout Buffered Streams per 15A NCAC 213.0202
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_& Buller Permitting Branch
5. Does project comply with 15A NCAC 02T.0 I 051c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC _02T.0 1 05(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, ctc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I SA 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 ❑ NIA
> If yes, include an attachment with details for each line, including type (aerial line, si c, 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:
Does the submitted system comply with .I5A NCAC 412-1, the Minimum Design Criteria for the Pennitting, of Pump Stations
and Force Mains latest version and the Gravity Senxr Minimum Design Criteria latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC I0-14) and supporting documents for
review. A roval of the reguest is re uired prior to submittal of the Fast Track Annfication and suRporting documents.
2. Professional Engineer's Certification: f�
I, attest that this application for
(Professional Engineer's name from Application Item IILI.)
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). 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.
%gg4630aoldQO
North Carolina Professional Engineer's seal, signature, and date: ®o0o"°Slix CAJ?L7 llPof
R ,4006 . 4f Po
q 0 ,06,530.
•� rj• P
4 SEAL
034374
P9/OS/202q
a
gso a L. 1� a
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
1, Jeffrey J. Carter, Vice President
.___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, an&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 143-315.6A and I43-215.6B, 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:
9/10/2020
FORM: FTA 04-16 Page 5 of 5

=oF WA -IT State of North Carolina
`O G Department of Environment and Natural Resources
r Division of Water Quality
4 Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Wake Tech Facilities Maint. Complex
More than one FTSE may be required for a single project if the owner of the 07UP is not responsible for all pump
stations along the route of the proposed wastewater f1ow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Terrible Creek WWTP
b. WWTP Facility Permit #: NC0066516
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f TotaI flow for this specific request
A11 flows are in AbIGD
3.000
0.800
1.152
0.002
g. Total actual and obligated flows to the facility 1.954
h. Percent of permitted flow used 65.13%
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)
(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
NIGD
NIGD
Flow
Capacity***
Mills
inn +ti
0.504
0.202
0.113
0.081
0.194
0.008
Middle
0.720
0.288
0.143
0.081
0.224
0.064
* 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 (po not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
bet veen the project connection point and the WWTP where the Available Capacity is < U.

Certification Statement:
I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of
Director
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 Clow 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.
204 ?P _
Date
Page 2 oi'6

COVER LETTER
Project Name: Wake Tech Facilities Maintenance Complex
Location: 8315 McCullers Road
Raleigh, NC 27603
Owner Developer: Wake Technical College
9101 Fayetteville Road
Raleigh, NC 27603
Consultant: Timmons Group
Brandon McLamb, PE
5410 Trinity Road, suite 102
Raleigh, NC 27607
Phone: [phone]
PRomm DESCRIPTION AND NARRATIVE;
The proposed project is inside Raleigh's jurisdictional limits and is located off 8315 Old McCullers
Road. The scope of the project will include the construction of an approximately 45,979 square foot
new building project including site improvements, carpentry and maintenance shops with shop
equipment, warehouse storage equipment, a two-story administrative office wing , and HVAC,
plumbing, fire suppression system, electrical, data, audio-visual and security systems. The project is
anticipated to generate the following wastewater flows:
25 GPDlempioyce shift (68) { 100 GDR -loading bay (4) = 2,100 GPD
TOTAL = 2, 100 GP
The proposed sanitary sewer system will be comprised of approximately 609 LF of 6" DIP and 419 LF
of 8" DIP.
The new gravity sanitary sewer system will be owned, operated, and maintained by Wake Technical
College.

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Robinson, Jason
From: Brandon McLamb <Brandon.McLamb@timmons_com>
Sent: Monday, October 26, 2020 3:31 PM
To: Robinson, Jason
Cc: Cashion, Ted; Malee Garcia; [e-mail]; Mark Williard
Subject: (External] RE: Wake Tech Facilities Maintenance Complex
Attachments: 2020-10-26 Cover Letter.pdf 40704-333C-XPAERL.pdf
• internal email. Do not elicit finks or open attaAmenm unless -you verify. Send all suspicious email as an attadhment to
e....rts m ov
Good afternoon Jason,
Please see below responses in red.
1. A cover letter should be provided as described in Instruction B of the application that includes a brief description
of the project A cover letter is attached as described in instruction B.
2. A street level (aerial) map should be provided as explained in Instruction F of the application (in addition to the
USGS map) An aerial map is attached
3. Item 1.1: "Privately -Owned Public Utility" is checked, but we think that's incorrect. Public Utilities have to be
designated by the Utilities Commission. I think "Other" should have been checked. Please confirm. Yes,
"Other" should be checked
4. Item IX.1 of the application was not completed. Please confirm via email which box should be checked. "Yes"
should be checked
Please let me know if this email is a sufficient and complete response. If you need hard copies please let me know.
Thank you,
Brandon
Brandon McLamb, PE
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 1021 Raleigh, NC 27607
Office: 919.866.4935 1 Fax: [phone]
brandon.mclamtimmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Robinson, Jason <[e-mail]>
Sent: Friday, October 23, 2020 2:39 PM
To: [e-mail]; Brandon McLamb <[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: Wake Tech Facilities Maintenance Complex

Hi Brandon and Jeffrey,
We are reviewing the sewer extension application for the referenced project that we received on September 18. We
have a few questions/comments:
I. A cover letter should be provided as described in instruction B of the application that includes a brief description
of the project
2. A street level (aerial) map should be provided as explained in Instruction F of the application (in addition to the
USGS map)
3. Item 1.1: "Privately -Owned Public Utility" is checked, but we think that's incorrect. Public Utilities have to be
designated by the Utilities Commission. I think "Other" should have been checked. Please confirm.
4. Item IX.1•of the application was not completed. Please confirm via email which box should be checked.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"'Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Loan and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

.�000
r .
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ Date: 09-18-20 Job #: 40704
Fast Track Sewer
Project: Wake Tech
Reference: Fast Track Sewer
Copies Sent To:
❑ ENCLOSED PLEASE FIND:
COPIES
DATE
NUMBER
DESCRIPTION
1
Signed Fast Track Sewer Application
1
Signed PTSE Application from Fu ua
1
USGS Ma
1
$480 application fee
COMMENTS:
Please find the Fast Track Sewer application package for Wake Tech.
Please contact me at 919-866-4935 with any questions.
Thank you,
Brandon McLamb
SIGNED:
Brandon McLamb, PE
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