WQ0042009_Application (FTSE)_20201013

Central Files: APS _ SWP
10/1/2020
Permit Number W00042009
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name Major/Minor Region
9550 Ploof Rd Commercial Private Pump Station Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Maat Holdings Ploof Road LLC Non -Government
Owner Affiliation
Eric R. Davis
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
9/28/2020
Regulated Activities
3116 Waddington Rd
Matthews NC 28105
Public Notice Issue Effective Expiration
Requested /Received Events
Additional information requested
Additional information received
Outfall _ ..
Waterbody Nz

OTLYNN
engineering pllc
September 23, 2020
Division of Water Resources RECEIVED
North Carolina Department of Environmental Quality
RE: 9550 Ploof Road Development— Sewer Main Extension SEP 2 8 2020
9650 Ploof Road, Leland, N.C. 28451 NCDEQ
WILMINGTON RO
A set of existing restrooms service the entire property and wastewater is currently treated by a septic
tank and leech field. The existing restrooms will be demolished, and the septic system will be
decommissioned per state standards. The proposed sewer main extension will provide service to a
new restroom facility being constructed to replace the existing restrooms on the above referenced site.
The proposed project includes the installation of a sewer lift station and approximately 330 Linear Feet
of 1-1/2" HDPE SDR9 Force Main. The proposed force main will be connected to an existing 6" Force
Main on the southeast side of Ploof Road. Reported head at connection point is 48 feet per H2Go
(WWTP Facility Operator).
Submittal Contents:
• Application Form FTA 04-16
• Power Reliability Letter
• LISGS Site Map
• Street Level Map
• LLC Documentation
• Flow Tracking Form FTSE 10-18
• Construction Documents with engineering calculations
Please let me know if you need any additional information or have any questions.
Sincerely,
Brandon G. O'Flynn
North Carolina PE #45932
1200 Fourth Street #575 • Key West, Florida 33040 • Firm License 0-1801
[e-mail] • [phone]

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 0606 qQ1,00 I (to becompleted byDwR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: MAat Holdings - Ploof Road, LLC (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: Eric Davis per 15A NCAC 02T .0106(b)
Title: Member
4. Applicant's mailing address: 341116 Weddington Road, STE 900
City: Matthews State: NC Zip: 28105-
5. Applicant's contact information:
Phone number: 910)142-2232 Email Address: [e-mail]
11. PROJECT INFORMATION:
I. Project name: 9550 Ploof Road Development
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2167' Longitude:-78.0132'
5. Parcel ID (if applicable): 04800013
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brandon OTlynn License Number: 45932
Firm: O'FI non Engineering PLLC
Mailing address: 1200 4" Street #575
City: Key West State: FL Zip: 33040-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Belville W WTP Permit Number: NCO075540
Owner Name: Brunswick Regional Water & Sewer: H2GO
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00015172(M) Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Name(s): Brunswick Regional Water & Sewer: H2GO
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/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 / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
N Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic/Commercial 100 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes N No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 MID? ❑ Yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f)1
Daily Design Flow e,b
No. of Units
Flow
General Business
25 gal/day/employee/shift
18
450 GPD
Storage
I gal/unit
64
64 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
514 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 514 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity 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 requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: LS-1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.2169' Longitude:-78.0129°
3. Design flow of the pump station: 0.000514 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 12.6 gallons per minute at 56.1 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.5
330
HDPE SDR9
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)(1)(13)_
➢ 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HOW, 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 building foundation
5 feet
Any basement
10 feet
Top sloe 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 021'.0305(t) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02009 ❑ Yes ❑ No ® N/A
➢ 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 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, 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 ❑ N/A
➢ 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 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Aunroval of the request is reauired prior to submittal of the Fast Track Aorlication and sunnorting documents.
2. Professional Engineer's Certification:
I Brandon O'Flynn 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 infornhation supplied in die plans, specifications,
engineering calculations, and all other supporting documentation to die 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 143-215.6B, 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. • • .
North Carolina Professional Engineer's seal, signature, and date: N GARO4 ,
OQ�.FE•SS1
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a SEAL =
45932 _
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Eric Davis, Member attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215 6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
t r
Signature:` A _` Date:!57c) � cvk)
FORM: FTA 04-I6 Page 5 of 5

RECEIVED
O C 1 01 2020
State of North CqC9JjW
DWR
Department of Enviromnet"Qvaft RO
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: MAAT Holdings - Ploof Road, LLC
Project Name for which flow is being requested: 9550 Ploof Road Development
More that one FTSE may be required for a single project if the owner of the WJJITP is nol responsible for all pttntp
stations along tine roate of the proposed rwaslervaterflov.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: BellevilieWWTP
b. W WTP Facility Permit #: NC0075540
All flows fire In MCD
c. W WTP facility's permitted flow .400
d. Estimated obligated flow not yet tributary to the W WTP .653
e. W WTP facility's actual avg. flow .400547
f. Total flow for this specific request .000514
g. Total actual and obligated flows to the facility 1.05
h. Percent of permitted flow used 165
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 W WTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MOD Flow, MOD MOD Flow Capacity***
NA
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Belville W TP
Downstream Permit Number: W 67 e¢ qf
Page 1 of 6
FTSE 10-18

111, Certification Statement:
1 Bob Walker 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 11 plus all attached planning assessment addendums for which I
am the responsible party. Signature ofthis form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signalui a Date
Page 2 of G
FTSE 10-18

Maat Holdings— Ploof Road, LLC
3116 Weddington Road, Suite 900
Matthews, NC 28105-9406
[phone]
September 18, 2020
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RE: 9550 Ploof Road Development
9550 Ploof Road, Leland, NC 28451
The portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station.
Regards,
Eric R. Davis
Managing Member

9550 Ploof Road Development
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r`rY`" LIMITED LIABILITY COMPANY ANNUAL REPORT ■
, 012017
NAME OF LIMITED LIABILITY COMPANY: MAAt Holdings - PIOof Road, LLC
SECRETARY OF STATE ID NUMBER: 1018068
REPORT FOR THE CALENDAR YEAR: 2020
SECTION A:
1. NAME OF REGISTERED AGENT: Davis, Eric R.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
STATE OF FORMATION: NC
Filing Office Use Only
E - Filed Annual Report
1018068
CA202009810008
47/2020 04:46
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
3116 Weddington Rd, Ste 900 3116 Weddington Rd, Ste 900
Matthews, NC 28105-9407 Mecklenburg County Matthews, NC 28105-9407
SECTION B:
1. DESCRIPTION OF NATURE OF BUSINESS: Commerical Real Estate Rental
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
3116 Weddington Rd, Ste 900-171
Matthews, NC 28105-9406
5. PRINCIPAL OFFICE MAILING ADDRESS
3116 Weddington Rd, Ste 900-171
Matthews, NC 28105-9406
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Eric R Davis NAME:
TITLE: Managing Member TITLE:
ADDRESS:
3116 Weddington Rd Ste 900
Matthews, NC 28105
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Eric R Davis
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
Eric R Davis
Print or Type Name of Company Official
4/7/2020
DATE
Managing Member
Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Hunkele, Dean
From: Brandon O'Flynn <[e-mail]>
Sent: Monday, October 12, 2020 3:25 PM
To: Hunkele, Dean; [e-mail]
Subject: [External] RE: 9550 Ploof Road Commercial pump station sewer app - pending permit
WQ0042009
Good Afternoon Dean,
My client decided to shift over to fast track, which included a re -design of the system to meet the requirements of the
fast track process.
The system is now duplex, the flow tracking form has been updated, and some other miscellaneous changes we
implemented due to comments and redesign of system. There is only one building that will have bathroom
facilities. The 64 gpd in question was from NC code for storage units which is 1gal/unit/day and was applied for 64 units.
If you require any other documentation or have any questions, please do not hesitate to contact me.
Thanks,
Brandon G. O'Flynn, PE, PSM
c)'I Ll'Nti
O'Flynn Engineering, LLC
910.304.5566
brandon(@oflynneng.com
From: Hunkele, Dean <[e-mail]>
Sent: Monday, October 12, 2020 12:44 PM
To: Brandon O'Flynn <[e-mail]>; [e-mail]
Subject: RE: 9550 Ploof Road Commercial pump station sewer app - pending permit WQ0042009
Importance: High
Brandon,
I have never back from you per the request below. The application is currently within the Fast Track program for
issuance by our office.
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality

910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2018 Fax
Dean. [e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deci.nc.goy/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives Info on the latest permit version. Confirmation using this method will replace letters and emails: it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
pe rm its/pe res/col I ectio n-syste m s-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Hunkele, Dean
Sent: Wednesday, September 16, 2020 3:57 PM
To: [e-mail]; [e-mail]
Cc: Fertenbaugh, Christyn L <christvn.fertenbaugh ncdenr.gov>
Subject: 9550 Ploof Road Commercial pump station sewer app
Importance: High
Hi Brandon,
First of all, the application (SSEA 04-16) submitted to our office was not the Fast Track application (FTA 04-16) which is
the correct one to use for permitting through the regional offices and covers a majority of permitting requests statewide
if the design & request meets all our sewer Minimum Design Criteria and the 2T regs.
I can use the one submitted if the project is approvable as presented. To that end, it appears that you would like to use
a simplex or single pump setup tying into a force main. Our rules and/or design criteria do not allow simplex for non-
residential without a variance being granted and permitting through our Central Office in Raleigh where the application I
have normally goes. If this is your intention, then I can forward the materials submitted up. They would need your full
design and modeling information; I can forward whatever I have. Christyn heads up the permitting group in Raleigh.
Also, the requested flow in the application package shows at least 3 different flows being requested —439 gpd in Item
VI.7, 514 gpd in Item VI. 8, and 625 gpd on the FTSE form. This value will need to be reconciled to match throughout
the request and design.
Additionally, it appears on the drawings provided that there are multiple buildings on the site either existing and/or
proposed. The narrative indicates this will only serve a new common restroom facility which is assumed to be the only
wastewater flow entering the station, correct? I am kind of unclear as to what this site is or does and the storage flow of
64 gpd in Item VI. 8 is not well explained as to what it is for.