WQ0044917_Application (FTSE)_20231031

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Att: Kevin Westra, PE
VHB
121 West Trade Street, Suite 1030
Charlotte, NC 28208
NORTH CAROLINA
Environmental Quality
November 14, 2023
SUBJECT: Fast Track Application Fee Increase
Dear Kevin Westra, PE:
The Division of Water Resources received increases in fees, Session Law 2023-134, Section
12.14a for several program areas including National Pollutant Discharge Elimination System
(NPDES) permits, Non -Discharge permits, Water Quality Certifications and Public Water Supply.
Fees for these programs have not been increased in sixteen years (since 2007). These fees will
be used throughout these programs to provide funding to retain and recruit staff who are
engaged in these permit programs. The fee increases in G.S.143.215.3D became law on
October 3, 2023. As a result of the fee increase, your application fee which was received after
October 3, 2023 does not align with the new/increased fee recently established by the General
Assembly. Please resubmit the appropriate fee within 15 days. Your application has been
placed on hold until your resubmitted fee is received:
Your new Fast Track Sewer System Extension Application fee is $600
Please be sure to make the check payable to NC DEQ and write the Fast Track Application
Project name on the Memo line to identify which application the check is associated with.
Return to the following address:
NC Department of Environmental Quality
Attention: Sharon Moran
225 Green Street Suite 714
Fayetteville NC 28301-5095
If you should have any questions, please contact Sharon Moran at [phone] or at
[e-mail].
Sincerely, DocuSigned by:
IA avow hbrm.
1�213IE17E499[)6943D
...
Sharon Moran, Environmental Specialist
Water Quality Regional Operations Section
Fayetteville Regional Office
Division for Water Resources, NCDEQ
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1 225 Green Street I Suite 714 1 Fayetteville, North Carolina 28301
NORTH CAROLINA -
oeuaMemofEnvi—memaiauai\ 910.433.3300

October 26, 2023
Ref: 39169.00
NCDEQ
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, NC 28301-5095
Re: UNC Pembroke — Campus Recreation/Baseball & Softball Complex
To Whom it May Concern,
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ntQIDWR
OCT 31 aoa?
`AYrrrnn1 WQROS
RFr;1f)NA1 OFFICE
The University of North Carolina at Pembroke (UNCP) plans to renovate the existing baseball and softball facilities,
add seating to the baseball and softball fields and convert the existing multi -use recreation field (Lumbee Field)
from natural grass to artificial turf. UNCP also plans to construct indoor hitting facilities for both baseball and
softball teams, construct a restroom, concessions, and storage building, replace the sports lighting at the baseball
field and add sports lighting to the recreation field. The facility is located on UNCP owned land at the intersection of
University Drive and Braves Drive in Pembroke, NC.
This project will include a building containing restroom facilities that will be serviced by a proposed lift station and
2" HDPE, 500 LF force main sewer connection to the existing gravity sewer system in Braves Drive. Based on the
design flow rates provided in the Title 15A NCAC 02T .0114 requirements, the site will generate and average daily
flow (ADF) of approximately 3,645 GPD. The lift station will contain a duplex pump grinder system capable of
delivering 55 GPM of flow at 63' TDH. The design will contain a connection to a portable power source with manual
activation, quick connection.
The applicant is requesting approval for this lift station and force main to be permitted via the NCDEQ Fast Track
Sewer System Extension Application. This application has been compiled in conformance with the NCDEQ
standards. The enclosed information was prepared by VHB Engineering NC, PC for UNC Pembroke as part of the
required permit approvals for the proposed force main and lift station that is located on site.
Enclosed in this package, the following documents have been prepared for your review:
• One (1) copy of the cover letter;
• One (1) copy of the application fee in the amount of $480.00 made payable to the North Carolina
Department of Environmental Quality (NCDEQ);
• One (1) copy of the Fast Track Sewer System Extension Application Form (FTA 06-21);
• One (1) copy of the Flow Tracking Acceptance Form (FTSE 04-16);
• One (1) copy of the Site Maps; and
• One (1) copy of the Power Reliability Plan.
A digital copy of the above documents is included on the enclosed thumb drive.

Ref: 39169.00
October 26, 2023
Page z %b*
Please feel free to reach out to me directly with any comments or questions at [e-mail] or call my direct
line at [phone], ,
Sincerely,
Kevin Westra, PE
Land Development Team Leader -Charlotte
VHB Engineering, NC PC
121 West Trade Street, Suite 1030
Charlotte, NC 28208

State of North Carolina
DWRDepartment� Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W QWtANgI-1' (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1.
2.
3.
4.
5.
Applicant's name: UNC Pembroke (company, municipality, HOA, utility, etc.)
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
Signature authority's name: Gabriel Eszterhas per 15A NCAC 02T .0106(b)
Title: Vice Chancellor for Finance and Administration
Applicant's mailing address: l University Drive
City: Pembroke State: NC Zip: 28732-
❑ Privately -Owned Public Utility
❑ Other
hCtUlz1VtU
DEQIDWR
OCT 91 :1C,
WQROS
II. PROJECT INFORMATION: � %Tr-i , t , t c ocriwl. OFFICE
I. Project name: UNCP — Campus Recreation/Baseball-Softball Outdoor Complex
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 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: WQ00
3. County where project is located: Robeson
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.6919' Longitude:-79.2002'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
Applicant's contact information:
Phone number: 910 510-6000 Email Address: [e-mail]
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kevin Westra. PE License Number: 041664
Firm: VHB
Mailing address: 121 West Trade Street, Suite 1030
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: kwestra _.vhb.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Pembroke Permit Number: NCO027103
Owner Name: Town of Pembroke
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ unknown
2. Downstream (Receiving) Sewer Information: 8 inch N Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): UNC Pembroke
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 ❑ 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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
[-]Yes [—]No ❑ N/A
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: 0 % Domestic 100 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? []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'•b
No. of Units
Flow
Sports Facility/Stadium
5 gal/scat
729
3645 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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 east 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3645 GPD (per 15A NCAC 02T .0114)
➢ 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):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC ((;ravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
V III. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
L Pump station number or name: GPS (Pump Station)
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.6919' Longitude:-79.2002'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.037872 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 55 gallons per minute (GPM) at 63 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2"
500'
SDR 9 HDPE
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.l.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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.
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 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
➢ If noncompliance with 02T.0305(f) or (g). see Section X.1 of this application
* 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) 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 webpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ 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 ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation requirements for situations where separation cannot be met.
➢ 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: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ 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.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.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.
➢ 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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the 4ravity Sewer Minimum Design Criteria (latest version) as applicable?
N 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 reauest will be issued
2. Professional Engineer's Certification:
1, Kevin Westra PE , attest that this application for uNcr-campus Rmteat odeasawn-softball ardour complu
(Professional Engineer's name from Application Item 111.1.) meet Name from Application Item
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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
ol Purnp Stations and Force Mains klatest version).other prUlMlonals may Have developed certain portions of this
sulMnlLuil package, Inclusion of diese der 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 143-215.6B, 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. 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 5¢97i,)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NCAC 02T .0106(b):
6. 1, Gabriel Eszterhas , attest that this application for UNCr—Campus Recrm1ior Baseball -softball Outdoor Co,nplex
(Signature Authority Name from Application Item 1.3.)
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. 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. 1 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.
�•—e_ /
Signature: Date: 6 / �
FORM: FTA 06-21 Page 5 of 5

[External] UNCP - Campus Recreation/Baseball-Softball Outdoor Complex FTA
Kevin Westra <[e-mail]>
Fri 11/17/2023 8:58 AM
To:Moran, Sharon <[e-mail]>
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.
Sharon,
Thank you for the call today to note uncompleted sections of the Fast Track Application for the project referenced
in subject line.
Items 1, 2, & 3 under VI General Requirements should all be marked N/A.
The applicant is a public university that will maintain the lift station and sewer line.
Thanks,
111116}i Kevin Westra, PE
Land Development Team Leader -Charlotte
Vhb, Licensed in NC
P 704.594.8993 121 West Trade Street
M 704.497.9596 Suite 1030
www.vhb.com
Charlotte NC 28202
This communication and any attachments to this are confidential and intended only for the recipient(s). Any other use, dissemination,
copying, or disclosure of this communication is strictly prohibited. If you have received this communication in error, please notify us and
destroy it immediately. VHB Engineering NC, P.C. is not responsible for any undetectable alteration, transmission error, conversion,
media degradation, software error, or interference with this transmission.
VHB Engineering NC, P.C. I [e-mail]

State of North Carolina
Lg
Department of Environmental Quality
93 woo� Division of Water Resources
Division of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: UNC Pembroke
Project Name for which flow is being requested: UNCP Outdoor Sports Complex
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for 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: Town of Pembroke
b. WWTP Facility Permit #: NCO027103
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
All flows are in MGD
1.33
151
1.0 1, GtI VJzU
004 f1cQ
1.155 RDWR
86.84%
31 aoa3
II. Complete this section for each pump station you are responsible for along the route of t YVQROs
proposed wastewater flow. rAYFTrmjr,1 cecrinhttlI OFFICE
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***
* The Firm Capacity of any pump station is defined as the maximum pumped now 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 (pf) not less than 2.5.
*** 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):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

111. Certification Statement:
I Maurice Pierre Locklear 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.
Signing Official Signaturc
10/23/2023
Date
Page 2 of 6
FTSF. 0I-16

\ 1000,
Y ,.
June 13, 2023
(Updated July 6, 2023)
Kph—l:t'��
Ref: 39169.00 1086/0
OCT g 1 a6a-3
NCDEQ
Re: UNC Pembroke —Campus Recreation/Baseball & Softball Complex �pVI/OR
I( OR0,3
Power Reliability Plan Statement OFFICE
To Whom it May Concern,
The University of North Carolina at Pembroke (UNCP) plans to renovate the existing baseball and softball facilities,
add seating to the baseball and softball fields and convert the existing multi -use recreation field (Lumbee Field) from
natural grass to artificial turf. This renovation will include a new building containing restroom/concessions facilities
that will be serviced by a proposed lift station and 2" HDPE, 500 LF force main sewer connection to the existing gravity
sewer system in Braves Drive. The restroom/concessions primarily used for events. The facility will generally be locked
and not used outside of events The design will contain a connection to a portable power source with manual
activation, quick connection; as such, a power reliability plan is required by 15A NCAC 02T. 0305(h)(1).
The design of this system calls for a duplex control panel to be mounted adjacent to the lift station where electrical
conduits are to be provided on site for power distribution. Only one lift station will be provided on site and will be
serviced by this design. As a result, in accordance with these requirements, the portable power generation unit or
Dortable, or indeoendently Dowered Dumoina units, associated aoourtenances and personnel are available for
distribution and operation of this pump station. The portable generator should have a 240 V - 30A connection
with a minimum running wattage of 3000W and minimum starting rating of 4500W.
Please feel free to reach out to me directly with any comments or questions at [e-mail] or call my direct
line at [phone].
Sincerely,
Kevin Westra, PE
Land Development Team Leader -Charlotte