WQ0040526_Application (FTSE)_20181025

' State of North Carolina
Department of Environmental Quality
5
DW.R Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-I6 & SUPPORTING DOCUMENTATION
Application Number: v d O �J S . (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston County Public Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ IndividuaI ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Chandra Farmer. PE per 15A NCAC 02!-.Q 06[bl
Title: Director of Public Utilities
4. Applicant's mailing address: Post Office Box 2263
City: Smithfield State: NC Zip: 27577- 4` c
5. Applicant's contact information: °O
Phone number:919 209-8333 Email Address: chandra.farmer 'ohnstonne.com
O 5�-
II. PROJECT INFORMATION: .> -.
1. Project name: Aspen Point
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
ce-
If a modification, provide the existing permit number: WQ00and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ0038462
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6160` Longitude: -78.5630`
5. Parcel ID (if applicable): 06EO2065
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Jegy T. Dalton(` License Number: 016282
Firm: Daiton Enaineering and Associates P.A.
Mailing address: Post Office Box 426
City: Clayton State: NC Zip: 27528 -
Phone number:919 550-4740 Email Address: 'dalton daltonen ineerin .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Johnston Coun Regional Central Treament Plant Permit Number: NCO030716
Owner Name: Johnston Coun
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W W 0038462 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16

Vl. GENERAL REQUIREMENTS
1. if the Applicant is a Privately -Owned Public l itilit, , has a t= ertiticate 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 Devclop5r'a Operatinn2}1 f «regiment F R T: DEVI been attached?
❑ Yes ❑No ®N.:A
3. If the Applicant is a HomefProe v Owners' A sociation has an O ierational Agreement tFORM: HOA) been attached?
❑ Yes ❑No ®N A
4, Origin of wastewater_ (check all that apply):
® Residential Owned
❑ Retail (stores, centers, malls)
❑ Residential Leased
❑ Retail with food preparation?service
❑ School I preschool / day care
❑ Medical! dental: veterinary facilities
❑ Food and drink facilities
❑ Church
❑ Businesses! offices..' factories
❑ Nursing Home
5. Nature of waste%kater : 100 °-o Domestic'Commercial *f Commercial
❑ Car Wash
Hotel and/or Motels
® Swimming Pool+Clubhouse
❑ Swimming Pool.Tilter Backwash
❑ Other (Explain in Attachment)
I6 Industrial (See 15A NCAC 021'.0 103f 29j)
;Is there a Pretreatment Program in effect`' ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC U? T .01 14LO? ® Yes ❑ No
If yesProvide a copy of flow reduction a roval letter
7_ Summarize wastewater generated by project -
Establishment Type (see 02T.01140
Daily Design Flow "h
No. of Units
Flow
1-2 BR, multi -family residential units
340 gal/day
160
38,400 GAD
3 -BR, multi -family residential units
360 gal/day
36
12,960 GPD
Cabana and Pool
10 gal/day/person
50 avg peak
500 GPD
gall
GPD
Bail
GPD
gall
GPD
Total
51,860 GPD
�vl
a See 15A NCAC 02TAI-I)_(dli lelt I ) and _h (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. 42.E -4F,
b Per I5A 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 7oroNtion patterns, and other measured data.
8. Wastewater generated by project; 51.864 GPD (per ,15A NCAC 02.'f .01 14
.- Do not include future flows or previously permitted allocations
If permitted flog 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 (Fxplain)-. —
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewersl:
I . Summarize gravity sewer to be permitted:
Size (inches) I Length (feet) I Material
1 8" I 2,565 I PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Z Section HI 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mainsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name:
2, Approximate Coordinates (Decimal Degrees): Latitude: _ . Longitude:
3. Design flow of the pump station: z 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 15ANCAC03T..0305fh)€€1:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(8)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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):
Z 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

lX. SETBACKS & SEPARATIONS — (02[3.0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAA' 02T .0305(# &W
D I5A NCAC 02T.0305( contains minimum se arations that shall be rovided Far sewers stems-
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer includin in benched trenches)
18 inches
Water mains (horizontal)
I0 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 11 im ounded 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, Iake, 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 oft feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
I0 feet
Final earth grade (vertical)
36 inches
D15A_NCAC 02T.0305f contains alternatives where separations in 02T.0305(f1 cannot be achieved.
**Stream classifications can be identified using the Division's TUC Surfine_Water Classificstions weljpp
D If noncompliance with 02T.03 5 or 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
z Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
s 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,0I05(c)f6), 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 Iine, 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 Pum Stations
an ,_Force `plains (latest version and the Gravity Sewer Minimum Desmon Criteria f latcsr version as applicable?
® Yes ❑ No
If No, complete and submit the VariancefAlternative Design Request application (VADC 10-14) and supporting documents
for review. Anproval of the reciuest is rc uired prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
M
s name from Application Item III.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. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which�ey
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 Authority's name &
air
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. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. 1 also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-31215.6_13, 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

Dalton Engineering
and Associates, P. A.--
10125/2018
.
LETTER OF TRANSMITTAL
TO: N.C.D.E.Q. - Raleigh Regional Office ATTENTION:
DATE:
1012512018
INC Dept of Environmental Alia] ily
OCT 2 5 2018
Meigh Regional Affilge-
Jason Robinson
REFERENCE: Aspen Point
We are sending You:
PLANS X CHECK
SPECIFICATIONS COPY OF LETTER
REVISED PLANS X APPLICATIONS
PERMITS X OTHER
Copies Date Dw . # Description
2 ea. Fast -Track Application Form, Cover Letter,
Flow Tracking 1 Acceptance Form, USGS Site Map
1 Application Fee: $480.00 Ck#15101
These are transmitted as checked below:
X For Approval Revisions As Requested
As Requested Return Corrected Copies
Review & Comment Make Corrections Needed
For Your Use Other
COMMENTS
THANK OU
Jerry Dalton
Dalton Engineering and Associates, P.A.

Dalton Engineering
and Associates, P.A.
10/25/18
NCDEQ FAST TRACK APPLICATION ( FTA 04-16 )
Sub. Aspen Point
Cleveland Township
Johnston County, North Carolina
Owner: United Developer, Inc.
2939 Breezewood Ave Ste 201
Fayetteville, NC 28303
NC Dept of Environmental Quality
OCT 2 " 7018
Raleigh Regional Office
United Developers, Inc. is proposing to develop Aspen Point Development, which is
located in the Cleveland Township in northwest Johnston County. The project site is
adjacent to Hwy 42 West and Interstate 40. The project includes the development of 196
multi -family apartments, water, sewer and storm drainage facilities. It also includes a pool
and clubhouse. The project will consist of the construction of a roadway that will provide
access to the property with storm drainage and curb and gutter, sidewalk, water system
extension, and a gravity sanitary sewer system extension.
If there are any questions or comments, please do not hesitate to call.
Thank you.
erry D On
446 East Main Street — P.O. Box 426 .. Clayton, NC 27528 � [phone]/Fax [phone]

I-
o,
rr
C>
r1
Q N
a 0 z
a O
1.0
m F
OW N
C7,R.
oo� z o o�
cv (11
CD p p4 fit} t+ to o
0 0 CL, o% } oO %0 oa .y q o %0
C-3 cqO m 00
Co¢ N Chi
O 6C_ O�Nr C,l10 C�JrNY 41 Ol Cf 0! C1 Ol
d Z
O E W m H N U) 0 m CO m r- m
z N M V V L L L m R. �d„ L iL O
t z Z 'O
N L 1- 'G 'O 'O 'a V O Q Q N as
cj
N
N
Q
0
M
0
J
w
LU
ce
J
zg
•W
co
T.
J
o
g
u
Z
to
Q
Q
n
v

State of North Carolina
Department of Environment and Natural Resources
i Division of Water Resources
Division Of Water lieSourie9 Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Johnston County
Project Name for which flow is being requested: Aspen Point
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: Central Johnston County WWTP
b. WWTP Facility Permit #: NC0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP
2.2979 + 0.34 Clayton
Purchase
e. WWTP facility's actual avg. flow 5.4020 (previously reserved
32,960)
f Total flow for this specific request 0.5186
g. Total actual and obligated flows to the facility 2.3168
h. Percent of permitted flow used 84.8%
H. 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:
(B)
(L)
(A)
Obligated,
Design
Pump
Not Yet
Average Daily
Station
Firm
Flow**
(Name or
Capacity,*
(Firm / p f),
Number)
MGD
MGD
New Swift
Creek*
1.764
0.706
Josephine
3.384
1.354
(B)
(L)
(D)=(B+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***
0.595 0.5251
0.5165 0.1895
1.1200 0.2336
Lanfill EQ 1.930 1.672 0.672 0.6951 1.3669 0.3049
*WQOo39606
Under const.
* 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 (pt) not less than 2.5.
Page 1 of 7
FTSE 08-13

*** 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.
III. Certification Statement:
k
I Chandra C. Fanner, P.E. certify to the best of my knowledge that the addition of
the volume ofwastewater 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 H 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
Page 2 of 7
FTSE 08-13