WQ0040875_Application (FTSE)_20190620

F -e-mi' VVQ0040875
, W - - , ,
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWIRL&
Permitted Flow
YV
Facility Name
Harvest Meadows Subdivision
Location Address
ow n a r
Owner marne
City of Jacksonville
Central Files. APS
Status Project Type
In review New Project
Version Permit Classification
A Individual
Permit Contact Affiliation
Majorltillinor Region
Minor Wilmington
'County
Onslow
Facility Contact Afffliation
Owner Type
Government - Municipal
Owner Affiliation
Richard L. Woodruff
P0 Box 128
Jacksonville NC 28541012
Scheduled
Orig issue App Received Draft initiated Issuance Public Notice Issue Effective Expiration
5J 16/2019
Realuiatedl AcdvA�kes Requested' _!Rece;ved 'Events
Additional information requested
Additional information received
SOUTH

ENGINEERS SURVEYORS - PLANNERS
ATk
VIA EMAIL AND MAIL
TO: Mr. Dean Hunkele
NCDENR - DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
Vt
21111F.-S, 141 01 F " I 1112
DATE: May 9,2019
REF: Harvest Meadows
Sewer Improvements
Fast Track Sewer Application
One (1) original and One (1) copy of the Fast Track Application; One (1) Check in the amount of
lmu�' - M-IMMMME-MON-01 01-MMEN-M-1
One (1) copy of the Sewer Plan Sheets 5 and 15 of 15.
FIG 121WIVIRWAVIA 015
*
Regular Mail
0 and
1:1 Federal Express
*
UPS Overnight
1:1 UPS Ground
11 Other
nx For Approval 1:1 As Requested
El For Your Use El For Bids Due
0 Other
Copies To:
'A
AnthoKy G. Moetezuma, Staff Engineer
C1.2019,AGM.LOT,Hunkele.l-&O&tNt4oB,�MFg'*Sf4,PtO�(t8.l5. Box 976 1 Jacksonville, NC 28541-0976 1 [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

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
Application Number: "00
J i 5 (to be completed by DWR)
11_ 91 I'll i __ ININE119011 i ENS I I
1. Applicant's name: City of Jacksonville (company, municipality, HOA, utility, etc.)
1 Applicant type: El Individual El Corporation EJ General Partnership
[I Federal E] State/County 0 Municipal
1 Signature authority's name: Ronald Massey per 15A NCAC 02-F
Title: Deputy City manager
4. Applicant's mailing address: PO Box 128
City: Jacksonville State: NC Zip: 28541-0128
5. Applicant's contact information:
Phone number: [phone] Email Address: citymanagerAjacksonvillenc.gov
El Privately -Owned Public Utility
El Other
2. Application/Project status: [] Proposed (New Permit) E] Existing Permit/Project
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.80581' Longitude: -77.38114'
5. Parcel ID (if applicable): 033997
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Jason A. Houston License Number: 34978
Firm: Parker & Associates, Inc.
Mailing address: 306 New Bridge Street
City: Jacksonville State: NC Zip: 28540 —
Phone number: [phone] Email Address: office(a—),i)arkeriacksonville.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Jacksonville Land Treatment System Permit Ntunber:.0009267
Owner Name: City of Jacksonville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0036173 Downstream (Receiving) Sewer Size: 8 inch
5yi,t_erqWLi2d_,-, �oklec_liq":Ls WQCS--
Owner Name(s): City of Jacksonville
FORM: FTA 04-16 Page 1 of 5

I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
D Yes ]No SN/A
2. If the Applicant is a Developer of lots to be sold, has aD,". been attached?
3. If the Applicant is a _ I- %"�' been attached? '-Z"­ -, " ' '
4. Origin of wastewater: (check all that apply):
0 Residential Owned F-1 Retail (stores, centers, malls) El Car Wash
F-1 Residential Leased El Retail with food preparation/service El Hotel and/or Motels
El School / preschool / day care EJ Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
El Food and drink facilities El Church El Swimming Pool/Filter Backwash
El Businesses / offices / factories [] Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (
L------>Is there a Pretreatment Program in effect? � Yes n No
6. Hasa flow reduction been approved under 0 Yes D No
> If ves. Drovide a Copy of flow reductiqn_gggr2X&L1g1Le1
7. Summarize wastewater generated by project:
Establishment Type (see
Daily Design Flow ,b
No. of Units
Flow
Dwelling Unit
360 gal/lot
95
34200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
34200 GPD
a See 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
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table shall
be determined. using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 34200 GPD (per JDA Nk"" AQ,02 I Fffl 1-
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
F] Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 4,560 PVC
> Section 11 & 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
1, Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: - 0
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
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13),
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Ej Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
,0305(h)(1)(C)
5N
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(Q:
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 — (0213.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Se aration Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 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
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
To slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> C contains alternatives where separations in "'O"J" cannot be achieved.
"Stream classifications can be identified using the Division's
> If noncompliance with .a see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) OYes EJNo EIN/A
> See the Division's draft separation requirements for situations where separation cannot be meet
� No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
� "I - —] 3. Does the project comply with setbacks found. in the river basin rules per ---E Yes E]No ®NIA
---- --------
c,
> This would include Trout Buffered Streams per
4. Does the project require coverage/authorization under a 404 Nationwide or 0 Yes El No
individual permits or 401 Water Quality Certifications?
> Information can be obtained. from the Af,­
Per 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 "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.
D Yes El No E N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 'Ahe
andthe as applicable?
FMM
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting docu e
for review. the Fast Track A olication and s
4-0cumen1s.
JASON A. HOUSTON attest that this application for
(Professional Engineer's name from Application Item 111. 1
....... ...............
material and have judged it to be consistent with the proposed design.
M
LIM
N —4
5,316 - Yy S
SEAL
34970
-A %w
that this application for
injunctive elief, and/or criminal prosecution. I will make no claim against the Division of Water Resources uld a
condition of this iermit bi violated, alic, W an d
me as incomplete.
Signature: Date:
FORM FTA 04-16 Page 5 of 5

State of North Carolina
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10- 18)
Entity Requesting Allocation: South State Development, LL.0
Project Name for which flow is being requested: Harvest Meadows
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.
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Country
WQ 0028541
.324
Commons
15153
.360
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow"
Avg. Daily
Tributary
Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
.129
.0025
.0345
.037
.092
.144
.0743
0
.0743
.0697
Henderson Unknown 7.44 2.976 1.010 .0675 1.077 1.899
Main Unknown 30 12 5.942 .0053 5.947 6.053
* 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.
Downstream Facility Name (Sewer): Countryview
Downstream Permit Number: WQ0028541

111. Certification Statement:
I - Ronald F. Massey certify to the best of my knowledge that the addition of
the volume of wastewater to be I%ermitte in this has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and 11 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
N
Tide of Agning Official

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5/1.7/201 9