WQ0039746_Final Permit_20180201

Permit Number W00039746
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean hunkele
Coastal SWRule
Permitted Flow
7,560
Facility
Central Files APS _ SWP
2/1/2018
Permit Tracking Slip
Status
Project Type
Active
New Protect
Version
Permit Classification
1 00
Individual
Permit Contact Affiliation
Facility Name Mayor/Minor Region
Silver Sands Mobile Home Park Private Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Carolina Rentals & Development LLC Non -Government
Owner Affiliation
Joseph L Hudson
1009 Waterview PI
Dates/Events Carolina Beach NC 28428
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/1/2018 1/19/2018 2/1/2018 2/1/2018
Regulated Activities Requested /Received Events
Trader park
Wastewater collection
Outfall
Waterbody Name Streamindex Number Current Class Subbasm

i
1K
Water -Resources
LNVIRONMLN7 AL QUALI7Y
February 1, 2018
Joseph Hudson, Manager
Carolina Rentals & Development LLC
1009 Waterview Place
Carolina Beach, NC 28428
Subject Permit No WQ0039746
Carolina Rentals & Development LLC
Silver Sands MHP Private Sewer
Wastewater Collection System Extension
New Hanover County
Dear Mr Hudson
ROY COOPER
1,n, emor
MICHALL S REGAN
LINDA C ULPEPPER
471,crm DuGm,"
In accordance with your application received January 19, 2018 we are forwarding herewith Permit No
WQ0039746 dated February 1, 2018 to the Carolina Rentals & Development LLC (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension
This permit shall be effective from the date of Issuance until rescinded and shall be subject to the
conditions and limitations as specified therein This cover letter shall be considered a part of this permit
and is therefore Incorporated therein by reference
Please pay particular attention to the following conditions contained within this permit
Special Conditions
Condition 1 1 This permit shall become voidable unless the agreement between the Carolina Rentals
& Development LLC and the CFPUA for the collection and final treatment of
wastewater is in full force and effect [15A NCAC 02T 0304(h)]
Condition 1 2 This system cannot be certified and no wastewater flow shall be made tributary to the
subject sanitary sewer system' until the downstream sewer (public WQ0039747) is
constructed, operational, and the engineer's certification has been received by the
Division [15A NCAC 02T 0116]
Condition 13 The abandonment of any existing wastewater facilities including septic systems being
replaced by new sewer infrastructure shall be done in accordance with the applicable
agency having compliance oversight on such facilities [15A NCAC 02T 0105(c)(6)]
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone [phone]\ Internet www deg nc gov
An Equal Opportunity\Affirmative Action Employer — Made in part by recycled paper

Standard Conditions
Condition II 1 This permit shall not be automatically transferable, a request must be made and
approved
Condition II 4 Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T 0403 or any individual system -wide collection system
permit issued to the Permittee
Condition II 13 If the Permittee/A:)plicant holds a system -side collection system operation,
maintenance and management permit (WQCS-prefix) from the Division, then the
following applies For all newly constructed, modified and rehabilitated pump stations,
all equipment and components shall be sealed within a corrosion -resistant coating or
encasement to the extent practicable and equivalent to the minimum design criteria
unless the permittee can demonstrate it is not practicable or another form of corrosion
resistance is employed [15A NCAC 02T 0108 (b)]
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215 6A through §143-215 6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714 Unless such demands are made, this permit shall be final and binding
If you need additional information concerning this matter, please contact Dean Hunkele at (910) 796-
7215 or via e-mail at Dean Hunkele@ncdenr Bov
Sincerely,
Morella Sanchez -King, Acting Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Cc Mark Hargrove, Port City Consulting (via email)
New Hanover County Health Dept
WIRO, Water Quality Section —Wilmington Southside WWTP (NC0023973) Sewer Ext File
Central Files, Water Quality Section
PERCS Unit (via email)
Permit No WQ0039746 Page 2 of 9

Environmental
Quality
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
CAROLINA RENTALS & DEVELOPMENT LLC
NEW HANOVER COUNTY
for the construction and operation upon certification of approximately 463 linear feet of 8 -inch gravity
sewer to serve 21 existing three-bedroom mobile home lots as part of the Silver Sands MHP Private
Sewer project, and the discharge of 7,560 gallons per day of collected domestic wastewater into the
CFPUA's existing sewerage system, pursuant to the application received January 19, 2018 and in
conformity with 15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting data subsequently
filed and approved by the Department of Environmental Quality and considered a part of this permit
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein
Permit Number: WQ0039746
Issued Today: February 1, 2018
Morella Sanchez -King, Acting Regional Supervisor
Wilmington Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By Authority of the Director and The Environmental Management Commission
Permit No WQ0039746 Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
CAROLINA RENTALS & DEVELOPMENT LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension
The sewage and wastewater collected by this system shall be treated in the WWTF NAME Wastewater
Treatment Facility in accordance with permit Number NCOOXXXXX
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T, the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable, and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below
I. SPECIAL CONDITIONS
1 This permit shall become voidable unless the agreement between the Carolina Rentals &
Development LLC and the CFPUA for the collection and final treatment of wastewater is in full force
and effect [15A NCAC 02T 0304(h)]
2 This system cannot be certified and no wastewater flow shall be made tributary to the subject
sanitary sewer system until the downstream sewer (public WQ0039747) is constructed, operational,
and the engineer's certification has been received by the Division [15A NCAC 02T 0116]
3 The abandonment of any existing wastewater facilities including septic systems being replaced by
new sewer infrastructure shall be done in accordance with the applicable agency having compliance
oversight on such facilities [15A NCAC 02T 0105(c)(6)]
II. STANDARD CONDITIONS
1 This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate The approval of this request shall be considered
on its merits and may or may not be approved [15A NCAC 02T 0104, G S 143-215 1(d3)]
2 This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit, 15A NCAC 2T, the Division's Gravity Sewer Minimum
Design Criteria adopted February 12. 1996 as applicable, the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and
other supporting materials unless specifically mentioned herein [15A NCAC 02T 0110]
Permit No WQ0039746 Page 4 of 9

3 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data [15A NCAC 02T 0110]
4 The wastewater collection facilities shall be properly maintained and operated at all times The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T 0403 If an individual
permit is not required, the following performance criteria shall be met [15A NCAC 02T 0108(b)]
a The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards
b A map of the sewer system shall be developed and shall be actively maintained
c An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented
d Pump stations that are not connected to a telemetry system shall be inspected every day (i e
365 days per year) Pump stations that are connected to a telemetry system shall be inspected
at least once per week
e High-priority sewer lines shall be inspected at least once per every six -months and inspections
are documented
f A general observation of the entire sewer system shall be conducted at least once per year
g Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B 0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215 1C
h A Grease Control Program is in place as follows
1 For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2 For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative
3 Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows
I Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system
Permit No WQ0039746 Page 5 of 9

5 NoncomDliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Wilmington
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours or on the next working day, following the occurrence or first knowledge of the occurrence of
either of the following
a Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc , or
b Any SSO and/or spill over 1,000 gallons, or
c Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300 Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control [G S 143-
215 1C(a1)]
6 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State [15A NCAC 02T 0108(b)]
7 Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable Any
wastewater flow made tributary to rhe wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable Supporting documentation shall include the following
a One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater --ollection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc
b One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, and available storage if portable generator(s) or storage
Permit No WQ0039746 Page 6 of 9

greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
c Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form
Prior to Certification (Final or Partial) Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case-by-case basis
and each on its own merit Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation [15A NCAC 02T 0116]
8 Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation
This shall be done through a permit modification with fee Such variance requests will be evaluated
on a case-by-case basis Resolution of such request shall be evident prior to completing and
submitting the construction certification [ 15A NCAC 02T 0105(n)]
9 A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities [15A NCAC 02T 0116]
10 Failure to abide by the conditions and limitations contained in this permit, 15A NCAC 2T, the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable, the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable, and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215 6A
through §143-215 6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board [15A
NCAC 02T 0104, 15A NCAC 02T 0108(b -c)]
11 In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities [15A NCAC 02T 0110, 15A NCAC 02T 0108(b)]
12 The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies [G S 143-
215 1(b)]
13 If the Permittee/Applicant holds a system -side collection system operation, maintenance and
management permit (WQCS-prefix) from the Division, then the following applies For all newly
constructed, modified and rehabilitated pump stations, all equipment and components shall be
Permit No WQ0039746 Page 7 of 9

sealed within a corrosion-resistant coating or encasement to the extent practicable and equivalent
to the minimum design criteria unless the permittee can demonstrate it is not practicable or another
form of corrosion resistance is employed [15A NCAC 02T 0108 (b)]
Permit No WQ0039746 Page 8 of 9

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Carolina Rentals & Development LLC
PERMIT #:
WQ0039746
PROJECT:
Silver Sands MHP Private Sewer
ISSUE DATE.
February 1, 2018
COUNTY:
New Hanover
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation
Consequently, it should be submitted in a manner that documents the Division's receipt Send the
required documentation to the Wilmington Regional Supervisor, Water Quality Section at the address at
the bottom
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions The Permittee is responsible for tracking all partial certifications up
until a final certification is received A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted
PERMITTEE'$ CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof
Printed Name, Title Signature
ENGINEERS CERTIFICATION
Date
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit, 15A NCAC 2T, the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting materials
North Carolina Professional Engineer's Seal w/signature & date
❑ Final ❑ Partial
Certification Comments/Qualifiers:
NC DWR — Water Quality Regional Operations Section 127 Cardinal Drive Extension Wilmington, NC 28405
Wilmington Regional Office Phone [phone] FAX [phone]

. F
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application NumbeJ � V be completed byDWR)
All items must be completed or the applieation will be returned
I. APPLICANT INFORMATION
1. Applicant's name: Carolina Rentals & Development, 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: Joseph L. Hudson
per 15A NCAC 02T 0106(b)
Title Member/Organizer
RFC/�j
4. Applicant's mailing address: 1009 Waterview Place
City: Carolina Beach
State: NC Zip: 28428-
5. Applicant's contact information-
`1441
Phone number:910 520-8678
Email Address. [e-mail]
tl&
O erg �
II. PROJECT INFORMATION:RnS/Se o��o
1. Project name: Silver Sands Mobile Home Park Qv�`rv�`� e�'io ctio ria/
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project �a/dee
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: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude. 34.09° Longitude: -77.54°
5. Parcel ID (if applicable): R07117-003-013-000. R07117-003-014-000 & R07117-003-015-000
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Mark N. Hargrove License Number: 019742
Firm- Port City Consulting Engineers, PLLC
Mailing address. 6216 Stonebridge Road
City: Wilmington State: NC Zip: 28409 -
Phone number: 910 599-1744 Email Address: mharggve ec rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: M'Kean Maffitt Waste Water Treatment Plant Permit Number: NC 0023973
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1 Permit Number(s): WQ 0036852
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 04-16 Pago 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 Oneiational Agreement (FORM DEV) been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a Home/Pi opei ty Owners' Association. has an OpetationaI Agreement (FORM HOA) been attached?
[:]Yes E]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 / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ %Industrial (See 15A NCAC 02T 0 103 (20))
4 I there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A _NCAC 02T.0 114(f)? ❑ Yes ® No
➢ If _yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114 1))
Daily Design Flow a�
No. of Units
Flow
Dwelling
360 gal/house
21
7,560 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
7,560 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 I SA 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: 7,560 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 rzigc 2 of 5

L
.l
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
I Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 463 C900 PVC & 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)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VM. 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:
2 Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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)(1)(S)_
➢ 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: F'I'A 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 03050 & (g)
➢ 15A NCAC 02T 0305(fl contains minimum separations that shall be provided for sewer systems:
Irl � ■
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 ll impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -I or WS -V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
*"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T 0305(8) contains alternatives where separations in 02T 0305(f) cannot be achieved
➢ **Stream classifications can be identified using the Division's NC Surface Watei Classifications webpaee
➢ If noncompliance with 02T 0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B 0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213 0202
4 Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitima Biarch
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
➢ 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 -Aide Collection permit.
FORM. FTA 04-16 Pagc 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Punip Stations
and Force Mauls (latest vei Sion). and the Gravity Sewer Mummuni 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. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents
2. Professional Engineer's
I,
(Professional Engineer's name from Application Item 111. 1.)
that this application for
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 143-215.6B, 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:
3_ Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature
name & title from Application Item 1.3.)
attest that this application for
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.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Carolina Rentals & Development, LLC
Project Name for which flow is being requested: Silver Sands Mobile Home Park
More than one FTSE may be required for a single project if the owner of the WR TP 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: M'Kean Maffiitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
All flows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.448
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.007650
g. Total actual and obligated flows to the facility 10.500
h. Percent of permitted flow used 87.5%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
69 4.065 1506
(B)
(A)
(D)=(D+C)
Design
Pump
Average Daily
Station
Finn Flow**
(Name or
Capacity, * (Finn / pf),
Number)
MGD MGD
69 4.065 1506
(B)
(C)
(D)=(D+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0.900
0.922
1.822
-0.316
* 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 (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): Cape Fear Public Utility Authority
Downstream Permit Number: WQ0036852
Page 1 of 6
FTSE 04-16

M. Certification Statement:
I Matthew Tribett, CFPUA Enu. Mtr 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 Signature
1 2
11/ 17
Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that;
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
51% total flow % and 0.922 MGD of the Available Capacity (E) in Pump Station
69 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Motts Creek PS Upgrade is in design or under construction with
planned completion in TBD ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
vjpcial bagnature
Date
Page 3 of 6
FTSE 04-16

1/22/2018
North Carolina Secretary of State Search Results
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
File an Annual Report/Amend an Annual Report • Print an Amended a Annual Report form • Print a Pre -
Populated Annual Report form
Limited Liability Company
Legal Name
CAROLINA RENTALS & DEVELOPMENT, LLC
Information
Sosld 0430352
Status Current -Active
Annual Report Status Current
Citizenship Domestic
Date Formed 6/20/1997
Fiscal. Month December
Registered Agent Hudson, Betty B
Addresses
Mailing
2711 Castle Hayne Rd
Wilmington, NC 28401
Company Officials
Principal Office Reg Office Reg Mailing
2711 Castle Hayne Rd 2711 Castle Hayne Rd 2711 Castle Hayne Rd
Wilmington, NC 28401 Wilmington, NC 28401 Wilmington, NC 28401
All LLCs are managed by their managers pursuant to N C G S 57D-3-20
Member Member
Betty B Hudson Joseph L Hudson
1009 Waterview PI 1009 Waterview PI
Carolina Beach NC 28428 Carolina Beach NC 28428
https //www sosnc gov/online_ services/search/Business_Registration_Resuits 1/1

SEWER NARRATIVE
SILVER SANDS MOBILE HOME PARK
SEWER DESCRIPTION
The Silver Sands Mobile Home Park consists of 21 separate dwelling units on the property that
have been on septic. CFPUA recently installed a sanitary sewer main along Silver Lake Road.
Sewer for the mobile home park will connect to an existing sewer manhole located on the
opposite side of Silver Lake Road. A new line will be bored beneath Silver Lake Road and a
manhole will be installed at the Right -of -Way line. New sewer mains will be installed on site to
serve the 21 dwelling units.

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PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Dean Hunkele
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
LETTER OO F TRANSMITTAL
DATE 1/19/18
JOB NO.
ATTENTION
PHONE #
RE: Silver Sands Mobile Home Park
Sewer Permit Submittal
Public & Private Sewer
Two checks for 480 each for application fees
2
WE ARE SENDING YOU ® Attached ❑ Under separate cover
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Two checks for 480 each for application fees
2
One Original & one copy of: Fast Track Application for
Private Sewer System)
1
USGS Quad Sheet
1
Sewer Narrative
2
One Original & one copy of: Fast Track Application for
Public Sewer System)
THESE ARE TRANSMITTED as checked below:
❑ copies for
® For approval ❑ Approved as submitted Resubmit approval
❑ For our use copies for
Y ❑ Approved as noted ❑ Submit distribution
❑ As requested ❑ Retu`��ed for corrections ❑Return corrected prints
El For review and ���®`�
comment ��c�`��o��
❑ FOR BIDS DUE X20 ❑ PRINTS RETURNED AFTER LOAN TO US
\aN 1
COPY TO: File
SIGNED:
If enclosures are not as noted, kindly notify us at once.