WQ0039804_Permit Application_20180215

Central Files APS _ SWP
2/14/2018
Permit Number WQ0039804 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
ted cashion
Coastal SWRule
Permitted Flow
0
Facility
Facility Name
Sorrel at Perimeter Park
Location Address
Owner
Ma/or/Minor Region
Minor Raleigh
County
Wake
Facility Contact Affiliation
Owner Name Owner Type
Dd Perimeter Park LLC Non -Government
Owner Affiliation
Stephen Davis
President Vice
403 Corporate Center Dr
Dates/Events Stockbridge GA 30281
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/15/2018 1/8/2018 2/15/2018 2/15/2018
Regulated Activities Requested /Received Events
Apartment complex Additional information requested 2/13/18
Wastewater collection Additional information received 2/13118
Outfall
Waterbody Name Streamindex Number Current Class Subbasm

Water Resources
ENVIRONMENTAL QUALITY
February 15, 2018
Stephen Davis, Vice President
DD Perimeter Park, LLC
403 Corporate Center Drive, Suite 201
Stockbridge, GA 30281-9023
Subject Permit No WQ0039804
DD Perimeter Park, LLC
Sorrel at Perimeter Park
Wastewater Collection System Extension Permit
Wake County
Dear Mr Davis.
ROY COOPER
Govet not
MICHAEL S REGAN
Sect etas y
LINDA CULPEPPER
beet mt Du ectot
In accordance with your application received January 8, 2018, and additional information received on
February 13, 2018, we are forwarding herewith Permit No WQ0039804 dated February 15, 2018, to the
DD Perimeter Park, 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rescinded and shall be subject to the conditions and limitations as specified therein This cover letter shall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
This permit is to convert 442 linear feet of existing 8" gravity sewer line (SSMHA5 - SSMHA3) ownership
from the Town of Cary to a private system owned and operated by DD Perimeter Park, LLC The existing
sewer line is built to Town of Cary standards but will remain private due to the location of the line not
meeting the Town's easement/access requirements.
Please pay particular attention to the following conditions contained within this permit
Condition 1 1 This permit shall become voidable unless the agreement between DD Perimeter Park,
LLC and the Town of Cary for the collection and final treatment of wastewater is in full
force and effect
Condition II 1 This permit shall not be automatically transferable, a permit modification request for a
name change must first be approved by this office
Condition 11 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
It shall be the 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
Division of Water Resouices, Raleigh Regional Office, Watei Quality Operations Section www ncwaterqualtty org
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone [phone]
Location '1800 Rai iett Drive Ralcleh NC 27009 Fax !91 91 788-7159

DD Perimeter Park, LLC
Permit No WQ0039804
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 Ted Cashion at [phone]
or via e-mail at ted.cashion@ncdenr gov
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by S Daniel Smith, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc Jeremy Finch, P E , McAdams and Co (via email Minch@mcadamsco com)
Jamie Bissonnette, P E , Town of Cary Utility Review Engineer (via email
ramie bissonnette@townofcary org)
Wake County Health Department
Raleigh Regional Office Files
Water Resources Central Files
Page 2 of 8

North Carolina Department of Environmental Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
DD Perimeter Park, LLC
Wake County
for the construction and operation of approximately 442 linear feet of 8 -inch gravity sewer to serve an
apartment complex as part of the Sorrel at Perimeter Park project, and the discharge of no additional
gallons (flow was permitted with Town of Cary Permit #NP16012) per day of collected domestic
wastewater into the Town of Cary's existing sewerage system, pursuant to the application received
January 8, 2018, and additional information received on February 13, 2018 and in conformity with 15A
NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated
in March 2008, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 eff/s:
e,date of i uance until rescinded and shall be subject to the specified
conditions and -1 mitatied therei
Linda Culpepper 'J
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039804
Permit Issued: February 15, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
DD Perimeter Park, 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 North Cary Water Reclamation
Facility in accordance with Permit Number NCO048879
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and
updated March 2008, as applicable, and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 DD Perimeter Park, LLC and the
Town of Cary for the collection and final treatment of wastewater is in full force and effect [15A NCAC
02T 0304(h)]
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 and updated March 2008, as applicable, the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 and updated March 2008, as applicable; and other supporting materials unless
specifically mentioned herein [15A NCAC 02T 0110]
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)]
Page 4 of 8

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 am In Imum of three
years with exception of the map, which shall be maintained for the life of the system
5 The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following
Page 5 of 8

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 [phone]
-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 [GS 143-215 1C(a1)]
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 the 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
One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection 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 applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis If a portable power source or
pump is dedicated to multiple 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
Page 6 of 8

f
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 01161
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 and updated March 2008,
as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Mains adopted June 1, 2000 and updated March 2008 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)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: DD Perimeter Park, LLC
PERMIT #: WQ0039804
PROJECT: Sorrel at Perimeter Park
ISSUE DATE: February 15, 2018
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 It
should be submitted in a manner that documents the Division's receipt Send the required documentation
the -Regional -Supervisor, Water Quality Regional Operations 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'S 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 Date
ENGINEERS CERTIFICATION
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 to the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit, 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
and updated March 2008, as applicable, the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as
applicable, and other supporting materials
North Carolina Professional Engineer's Seal w/signature & date
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Dnision of Nater Resources, Raleigh Rc-tonal Office, %% atct Quality Opetations Section www ncwatei quality oig
1628 Mail Sen ice Center, Raleigh, NC 27699-1628 Phone [phone]
T +,ten ,R()O P,n tt nTr )7(,na P= 101 Q1 74R- 71 CQ

WDR
State of North Carolina
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
t&/(Q oo 3-1 o ® �
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name- DD Perimeter Park, 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: Stephen Davis per 15A NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 403 Corporate Center Drive Suite 201
>1
City Stockbridge State. GA Zip: 30281-9023
5.
Applicant's contact information:
a
Phone number: 770 474-4345 Email Address: hazeICia,davisdevga.com
ct
co
O
cis
o
II. PROJECT INFORMATION:
o
ap
1.
Project name Sorrel at Perimeter Park
w
2.
Application/Project status. ® Proposed (New Permit) E]Existing Permit/Project
-nCIO
If a modification, provide the existing permit number: WQ00 and issued date
A
�
If new construction but part of a master plan, provide the existing permit number- WQ00
U
z
3.
County where project is located- Wake
4.
Approximate Coordinates (Decimal Degrees). Latitude. 35.8668° Longitude: -78.8326°
5.
Parcel ID (if applicable): 365271
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy Finch, PE License Number, 031452
Firm- McAdams
Mailing address: 2905 Meridian Parkway
City Durham State. NC Zip. 27713 -
Phone number: 919 361-5000 Email Address: jfinch ,mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Gary Water Reclamation Facility Permit Number: #48879
Owner Name: Town of Cary
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size- 16 inch
System Wide Collection System Permit Number(s) (if applicable). WQCS
Owner Name(s):
FORM- FTA 04-16 Pagel 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater- (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / 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
% Industnal (See 15A NCAC 02T .0103(20))
0Is there a Pretreatment Program in effect9 ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.0 I 14M9 ❑ Yes ®No
➢ If yes, provide a cony of flow reduction approval letter
7 Summarize wastewater generated by project
Establishment Type (see 021.0114(f1)
Daily Design Flow a.n
No. of Units
Flow
gal/
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.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02'C.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8 Wastewater generated by project 0 GPD - volume previously allocated 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: NP 16012 Town of Cary
❑ 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
8
442' (Existing Li to
be transferred to
private owner
PVC
➢ Section Il & 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
VIII. 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: Longitude. - °
3. Design flow of the pump station nullions 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)o
❑ Standby power source or pump with 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
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(n & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains mimmum 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 -I 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, 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
Drainage systems and interceptor drams
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 02T 0305(6 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 Permitting; Branch
5 Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permits/certifications)?
® Yes ❑ No
Per 15A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 02T 0402, "high-prionty 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 -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
i Does the submitted system comply with 15A NCAC 02T, the Mininium Desi eri Criteria for the PernnttimZ, Pump Stations
and Force klains (latest version). and the Gravity Suver 1'linnnun) 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 Certification:
y 'i V. f f4cy attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 fudged it to be consistent with the proposed design
NOTE — in accordance with General Statutes 143-215 6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
vo ,�y INET.•' V ��
boy►�•� � e�
Applicant's Certification per 15A NCAC 02T .0106(b):
1. cmds — Vice President attest that this application for
(Signature Authority's name & title from Application Item 13.)
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 the Secretary of State
SOSID: 1480716
Date Filed: 11/12/2015 2:35:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2015 313 00425
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following
1. The name of the limited liability company is DD Perimeter Park, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Georgia.
3. Principal office information (Select either a or b.)
a. ['The limited liability company has a principal office.
The principal office telephone number 770-474-4345.
The street address and county of the principal office of the limited liability company is
Number and Street. 403 Corporate Center Drive, Suite 201
City. Stockbridge State. GA Zip Code 30281 County: Henry
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street:
City:
State: Zip Code- County:
b. ❑ The limited liability company does not have a principal office
4. The name of the registered agent in the State of North Carolina is. CT Corporation System.
5 The street address and county of the registered agent's office in the State of North Carolina is
Number and Street. 150 Fayetteville Street, Box 1011
City- Raleigh State- NC Zip Code. 27601 County: Wake
6. The North Carolina mailing address, if different from lire street address, of the registered agent's office in the State of North
Carolina is:
Number and Street
City. State: NC
Zip Code: County.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2014) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary)
Name and Title Business Address
Morrow Investors, Inc., Manager 403 Corporate Center Drive
Suite 201
Stockbridge, Georgia 30281
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted.
9 If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
10. (Optional): Please provide a business e-mail address. Primacy Redaction
The Secretary of State's Office will e-mail the business aha ica y a the acTdress pr� ovu eie above at no cost when a document
is filed The e-mail provided will not be viewable on the website For more information on why this service is offered, please see
the instructions for this document.
11. This application will be effective upon filing, unless a delayed date and/or time is specified.
This the ��ay of 2015
DD Perimeter
of Liyfiled LiyGility Company
1�riaW of Company Oficial
Lance .1 eerrnow, Secretary and General Counsel for
Morrow Investors, Inc., Manager
Type or Print Name and Tille
Notes*
1. Filing fee is $250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2014) (Form L-09)

Control Number: ] 5085295
STATE OF GEORGIA
Secretary of State
Corporations Division
313 West Tower
2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF EXISTENCE
I, Brian P. Kemp, the Secretary of State of the State of Georgia, do hereby certify under the seal of my
office that
DD PERIMETER PARK, LLC
a Domestic Limited Liability Company
was formed in the jurisdiction stated below or was authorized to transact business in Georgia on the
below date. Said entity is in compliance with the applicable filing and annual registration provisions of
Title 14 of the Official Code of Georgia Annotated and has not filed articles of dissolution, certificate of
cancellation or any other similar document with the office of the Secretary of State.
This certificate relates only to the legal existence of the above-named entity as of the date issued It does
not certify whether or not a notice of intent to dissolve, an application for withdrawal, a statement of
commencement of winding up or any other similar document has been filed or is pending with the
Secretary of State.
This certificate is issued pursuant to Title -14 of the Official Code of Georgia Annotated and is prima-facie
evidence that said entity is in existence or is authorized to transact business in this state.
Docket Number
12191227
Date Inc/Auth/Fticd
08/24/2015
Jurisdiction
Georgia
Pnnl Date
10/20/2015
Form Number
-.211
•
Brian P. Kemp
Secretary of State

DWR
Division of Water Resources
Non -Discharge Permitting Unit
1628 Mail Service Center
Raleigh, NC 27699-1617
WATER RESOURCES DEPARTMENT
January 2, 2018
Re: Sanitary Sewer Flow Acceptance for Private Collection/
Treatment System Project Name: Sorrel at Perimeter Park
Town of Morrisville Site Plan #: 15-11000008
Dear Sir or Madam:
T
a,
�
U
cc
cc
C=
it
N
O
0
00
w
Q
o
A
U
z
This letter is to confirm the Town of Cary's acceptance of the projected sanitary sewer
flow for the referenced project based on the application prepared by McAdams
Company. This project shows a private gravity sewer system (SSMHA5 - SSMHA3)
discharging to Town of Cary public gravity sewer. The on site gravity sewer is built to
Town of Cary standards but will remain private because of the location of the line not
meeting Town's easement/access requirements. This original flow was permitted with
#NP16012. (2Q; 2016) The addtional project flow with this permit will be 0 gpd.
We agree to accept the flow from this proposal at the discharge point indicated on the
plans.
Discharge from this system will be directed to the North Cary Water Reclaimation
Facility. (#48879)
Should you have any questions concerning the contents of this letter, please feel free to
call me. I can be reached at [phone] or [e-mail].
Sincerely,
Jamie Bissonnette, P.E.
Utility Review Engineer
TOWN Of CARY
318 North Academy Street •Cary, NC 27513* PO Box 8005•Cary, NC 27512-8005
tel [phone] • fax [phone]• www.townofcary.org

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Jeremy Finch, PE, Senior Project Manager, McAdams Co.
Project Name for which flow is being requested: Sorrel at Perimeter Park (TOM Site Planu: 15-11000008)
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: North Cary Water Reclaimation Facility
b. WWTP Facility Permit #: 48879
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP .522
e. WWTP facility's actual avg. flow 7.14
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 7.14
h. Percent of permitted flow used 59%
I1. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pfl, 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 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Jamie Bissonnette 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.
2 �iddBhaL2�
cial Signature
1/2/18
Date
Page 2 of 6
FTSE 08-13

SORREL AT PERIMETER PARK
0 250 500 1,000
Feet
1 inch =500 feet Mc/1DA'•

&dl

J McADAMS
January 5, 2018
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Sorrel at Perimeter Park
Morrisville, North Carolina
DDV-14030
NC Dept of Environmental Quality
JAN - 8 2018
Raleigh Regional Office
The accompanied Fast -Track Application (FTA 04-16) requests the
conversion of 442 lineal feet of existing 8" gravity sanitary sewer system
(including 3 manholes) for the Sorrel at Perimeter Park development located
off Carrington Mill Boulevard in Morrisville, NC from the Town of Cary to
the applicant (DD Perimeter Park, LLC). There is no additional flow
generated nor are there any new improvements thru this application. The sole
purpose of this application is to convert this section of existing sewer system
to a private system owned and operated by the applicant.
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
remy V. Finch, PE
Senior Project Manager - Residential vE AL
031452
Enclosures Wevt� FNGINEli�-nNify \J.
The John R. McAdams
Company, Inc.
Raleigh / Durham, NC
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
[phone]
McAdamsCo.corn Designing Tomorrow's Infrastructure & Communities