WQ0042132_Application (FTSE)_20201119

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Olvl%lon of Water Rcrourtes 15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTINC DOCUMENTATION
Application Number: "`,(�p0 (�I 3� _ (to be coniplcicd b> D"'R I
All items must be completed or the application gill be returned
I. APPLICANT INFORMATION
I
Applicant's name: lohnston County Public Utilities (company, municipality, HOA, utility, etc.)
Applicant type: ❑ Individual ❑ Corporation El General Partnership ❑ Privately
-Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
+.
Signature authority's name: Chandra Farmer. P E per 15A NCAC 02'i .0106(b)
Title: Director of Public Utilities
4,
Applicant's trailing address: Post Office Box 2263
City: smithlSli! State:.NS Zip: 2=-_
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Applicant's contact information:
__
Phwuc number. (�Q) !L1- Email Address: c�tndte.farmer(r�iohnstamc
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11. PROJECT INFORMATION:
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Project name: Ford Tract Mixed Use P.U.D. - Ph_;ise ?
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2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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If a modification, provide the existing permit number: WQ00 and issued date:
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If new construction but pan of a master plan, provide the existing permit number: WQ0039462
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3.
County where project is located: Johnston
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4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.6106 Longitude: -78. 445`
5
Parcel ID (if applicable): 0ff01007C
(or Parcel 11) to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Profesciorwl Engineer: lem T. Dalton License Number: 016282
Firm: Dalton Engineering and Associates, P.A.
Mailing address: Post Office Box 426
City: Clavtan State: N_C Zip:
Phan number: (QL9) 5Q-4740 Finail Address: "dalton " dahonengineerin¢.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
y Name: JolinmS& County Reeional Central 1 reament Plant Permit Number: NCO030716
N imc.. &bnston County
NC DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Number(s). WQ f)t)d 1777 Downstream (Receiving) Sewer Size: $ inch
i A ide Collection System Pennu Number(s) (if applicable): WQCSQM
Name(s): Johnston Count}
A 04-16
Page I of 5

V1. GENERAL REQUIREMENTS
I. 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 (he 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 Flome.'Pro ert , 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 / dent+.l / 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 .0103 20 )
" Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14 o? ® Yes ❑ No
If Yes, provide a COPY of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow''`
No. of Units
Flow
3 - BR, single-family residential units
240 gal/day
61
14,640 GPD
4 - BR, single-family residential units
320 gal/day
62
19,840 GPD
Clubhouse and Pool
10 gal/day/person
50 avg peak
500 GPD
gall
GPD
gal/
GPD
gal/
GPD
Tond
34,980 GPD
a See 15A NCAC 02T .01 14(b)_ (d) (e)(I,.) and (e)12) 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 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: 34,980 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
Ok ❑ Other (Explain):
RM: FTA 04-16
Page 2 of 5

V11. GRAVITY SEWER DESICN CRITERIA (If Applicable) - 02T .0305 & MDCGra0 Selrers :
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8„ 2,8IS
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
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees)_ Latitude: Longitude: -
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) I Length (feet) I Material I
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)(B);
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i- 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(hx 1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC OIT .0305(hx 1)(C):
r 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.
i
FFORM: FTA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305 f &A_W ® Yes ❑ No
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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)
IS 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 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
hi h water (or tide elevation) item
and wetlands (see 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 feel
Top slope of embankment or cuts of 2 feet or more vertical hei ht
10 feet
Drain a e s stems and interceptor drains
S feet
Any swimmin Is
10 feet
Final earth grade (vertical)
36 inches
v I5A NCAC 02T 0305telcontains alternatives where separations in 027'.0305(ticannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
If noncompliance with 02 F-0305(t) or_( ), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No
Seethe Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
i 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 03B ,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 he obtained from the 401 & Buffer Permittin- Branch
5. Does project comply with I SA-NCAC 02T.0105(cX6l (additional permits/cenifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(cl(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 pennits (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 021.0402, "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
Y 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:
Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version► and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Tracts Application and supporting
documents.
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 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 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 ,���Q'��..• • • .C�yy
qy loss I
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(_ . <<t `/I7 Ile T j L., (CiL-m4 M \A tt attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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. l 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.bA 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.
ti
Signature: Q Vh'LIG�, Date:
FORM: F"I A 04-16
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Page 5of5

e
NC Dept of Environmental Quality State of North Carolina
nUIDDepartment of Environmental Quality
NOV ' s -mm Division of Water Resources
Dlvlslon of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Regional Off-,(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Ford Tract Mixed Use PUD Ph 2
Afore than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al/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 Regional WW Facility
b. WWTP Facility Permit #: NC 030716
c. WWTP facility's permitted flow 9.5 All flows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.976
e. WWTP facility's actual avg. flow 5.970
f. Total flow for this specific request 0.003498
g. Total actual and obligated flows to the facility 7.982
h. Percent of permitted flow used 62.8% actual, 84% paper
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
Swift
39606Mod
Josephine 0028867
Landfill , 0020340
tr
Firm
Capacity,
MGD
1.7640
3.384
1.9296
(A)
Design
Average
Daily Flow**
(Firm / Pf),
MGD
0.7056
1.354
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
0.2721
0.2355
0,5076
0.1980
0.6904
0.4765
1.1670
0.1866
1.6718 0.8359 0.6455 1.4814 . 0.1904
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Swift Creek Interceptor & WWPS
Downstream Permit Number: WQ 0039606 Mod
Page 1 of 6
FTSE 10-18

III. Certification Statement:
f I Chandra C. Farmer, P.B. 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
i 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 lI plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
R Signing Official Signature Date
t
iYAli
Title of Signing Official
Page 2 of 6
FTSE 10-18

NOV 19 2020
Dalton Engineering and Associates, P. A.
LETTER OF TRANSMITTAL
TO: N.C_D.E.Q. - Raleigh Regional Office ATTENTION:
DATE:
11/18/2020
PLANS
SPECIFICATIONS
REVISED PLANS
PERMITS
NCDeptor vir
anrnent�l Qtr-i/ir_�•
NOV 19 2020
nr�Ir lLh Regiona1 Of
�CE
Jason Robinson, P.E.
REFERENCE: Ford Tract Mixed Use P.U.D. - Phase 2
We are sending You
X CHECK
COPY OF LETTER
X APPLICATIONS
X OTHER
Descri
2 Fast Track Sewer System Extension Application
2 Cover Letter
2 Flow Tracking ! Acceptance Form
2 USGS Site Map
2 Ground Level Map
1 Application Fee : $480.00 ( check # 15901
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 YOU
Jonathan Bar/es
Dalton Engineering and Associates, P A

Dalton Engineering
and Associates, PA.
11 / 18/20
NCDEQ FAST TRACK APPLICATION ( h CA 04-16 )
Sub. Ford Tract Mixed Use P.U.D. — Phase 2
Cleveland Township ' a
It
Johnston County, North Carolina
Developer: Steel Bridge Crossing, L.L.C.
63 Veron Court
Willow Springs, North Carolina 27592
NC Dept ofEnviron nentdl �ussli��
NOV 19 2020
Raleigh Regional O tTI C L
Steel Bridge Crossing, L.L.C. is proposing to develop the Ford Tract Mixed Use P.U.D. —
Phase 2, which is located in the Cleveland Township in northwest Johnston County. The
Project site is adjacent to NC Highway 42 West. The project includes the development of
123 single-family dwelling units, 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.
4joe—
Jonathan B es
446 East Main Street — P.O. Box 426 — Clayton, NC 27528 " [phone]/Fax 91
� 9) 550-47a 1