WQ0032171_Application (FTSE)_20190813

Central Files APS ® SWID
7/15/2019
Permit •Number WQ0032171 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Version Permit Classfficadon
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions B Individual
Primary Reviewer
tom.tharrington
Coastal SvVRule
Permitted Flow
26,750
Permit Contact Affiliation
Facility Name Major/Minor Region
Bella Point Subdivision Sewer Minor Wilmington
Location Address County
Brunswick
Regulated Activities
Subdivision
VVastelivater collection

1900 Easmood Rd., Suite #11
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
T, Jo son Clark, P.E.
nNiffelyXIWO
Flo �11 1�11101
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405 1
Re: Gravity Sewer Extension
Bella Point
N&T Project No. 19010
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
Enclosed is the original application form, the original Flow Tracking / Acceptance Form (FTSE
04-16) and approval letter from Brunswick County Engineering, one 8 Y2 x 11 color USGS
Topographic Map, one (1) set of site plans (ledger size) and a $480.00 check (Wilmington West
Properties, LLC Ck #2153) for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
INNYA &AIIIII, WRINIZIUM34;:1101"', TZ
Thomas Y Scheetz, E.I.
TJS/ttw
19010 07-10-1 9-s-fast track swr-Itr
Enclosures
MENNIZI ITZE =15 I
NCBELS License C-3641

State of North Carolina
Department of Environmental Quality
Application Number:
1750WIF =T11 41 1
(to be completed by DWR)
L Applicant's name: Brunswick CQIM (company, municipality, HOA, utility, etc.)
1 Applicant type: n Individual El Corporation [] General Partnership Privately -Owned Public Utility
El Federal EJ State/County EJ Municipal Other
1 Signature authority's name: William Pinnix per -,` AD
--- --------
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249
City: Bolivia State: NC Zip: 28422-
5. Applicant's contact information:
Phone number: [phone] Email Address: william,pinnixg_brunswickcount3mc.�ov
2. Application/Project status: Proposed (New Permit) Existing Permit/Project
If a modification, provide the existing permit number: WQ0032171 and issued date: 10/05/07
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.979458' Longitude: -78.193579'
5. Parcel ID (if applicable): 2020000103
(or Parcel ID to closest downstream sewer)
I. Professional Engineer: J. Phillip Norris, P.E. License Number: 11966
Finn: Norris & Tunstall Consulting Engineers, P.C.
Mailing address: 1429 Ash -Little River Rd
City: Ash State: NC Zip: 28420
Phone number: [phone] Email Address: puorris(&,mengineers.com
1. Facility Name: West Brunswick Regional WRF
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF)-.
1. Permit Number(s): WQWQ0030274 (Mill Creek Cove PS & FM)
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Page 1 of 5

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
1 11111pillil 11111 Jill iiiiii iii1lill
1001 r8 M-1,
�101=
Residential Owned ■Retail (store■ s, centers, malls) Car Wash
Residential Leased Retail with food preparation/service Hotel and/or Motels
School / preschool / day care F] Medical / dental / veterinary facilities Swimming Pool /Clubhouse
D Food and drink facilities Church Swimming Pool/Filter Backwash
El Businesses / offices / factories■Nursing Home Other (Explain in Attachment)
5. Nature of wastewater: 1.00 % Domestic/Commercial 0 % Commercial
0 % Industrial Gc,- e V `2
"Is there a Pretreatment Program in effect? E] Yes []No
6. Has a flow reduction been approved under '5"A ?i',—_"AC ---l',211 AQ Yes [I No
)> lames, nrovide a conv of flow reduction aunroval letter
7. Summarize wastewater generated by project:
Establishment Type (see
b
Daily Design Flow
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See �' _5 A C OC4" J 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
b Per 15A NCAC 02T.0114(c), design flow rates for establishments not identified [in table '.5"1"'. �z,] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: GPD (per " 5
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
of I'll I'll of I- 1 1, � '' I
a I - 0, 1 I'll 11 11 01MUIT.Orm
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)0305&-lDC,,-
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6,661 PVC
> Section 11 & III of the NMC 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) —00"'
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Bella Point PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.972769' Longitude: -78.194749'
3. Design flow of the pump station: 0.03095 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 205 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with
> 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
Mi
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(b)(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(f) contains minimum separations that shall be provided for sewer systems:
FOSIM-no
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24inches
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, HOW, 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
> contains alternatives where separations in (-K` '11j__11�'112"�,' 0 -'u cannot be achieved,
> "Stream classifications can be identified using the Division's -N-1C-
> If noncompliance with cr (,g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) M Yes 0 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
I �� - " �_� i � ,� "
3. Does the project comply with all setbacks found in the river basin rules per El Yes El No �/A
> This would include Trout Buffered Streams per
4. Does the project comply with an individual 404 Permit or any 401 Certifications? %Yes El 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 JU�',
5. Does project comply with(additional permits/certifications)?
1012MMUM
Per C `_,2 _J1_,--'1 1 U"), 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 ' ;\, -- -- I ", "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
- --------------- - - ---- `� "19
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
E] Yes 0 No
> 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

I Does the submitted system comply with the
---- -------
Ut-," V -s.,q as applicable?
Cand
If No, complete and submit the Variance/Alternative Design Request application (VADC 10- 14) and supporting documents for
review. Annroval of the request is reauired Drior to submittal of the Fast Track A��lication and su pot tln documents.
2. Professional Engineer's
1, J0 /1 ri T n4ifil-, "Orr7-5 -----attest that this application for
e
na
6
(Profe
rlngmeer's name from Application Item 111. 1.) a
has been reviewed by me antid s 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.
I �
1, tY1L.1 t n cr 1 C- - attest that this application for
(Si a Authority's ijame &title from Application Item 1.3
�� , %-,'4 6kR% 'V Q,% S 0 �
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 '4." and any person who knowingly makes any false
J-3-"',
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.
P—
Signature: 77—L Date:—,, 3 Z419
A -
FORM: FTA 04-16 Page 5 of 5

More than one FTSE may he requiredfor a single powner of the WWTP is not responsiblefor allpump
stations along the route qf theproposed wastewaterflow.
IM WIN I IRWIN•
'!111 11111 1 1 1 1 1 1 � I III I
a. WWTP Facility Name: West Brunswick WWRF
b. WWTP Facility Permit #: WQ 0023693
A11flows are in MGD
M1
d. Estimated obligated flow not yet tributary to the WWTP 0.088
e. WWTP facility's actual avg. flow 3.711
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.00 (See note on Page 2)
3.799
M
11. 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+Q (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow"
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, (Firm / pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flo
that can!,- achieved with the largest pump taken out of service. i
I 1 11 1 1
MINN.,
Downstream Permit Number: WQ0030274
wmlfg
�,M
FTSE

111. Certification Statement:
I William L. Pinnix, RE - certify to the best of my knowledge that the addition of
the volume of wastewater to be %,ermitte in this Wecdect has been evaluated alon�g the route to the receiviiiig
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 circurnstances, 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.
M ly signed by Wm- L Pinnix, P.E.
DN-C—US E=william,[e-mail],
115='funs�ick County, N.C.", OU=Engineering Department,
Wm. L. Pinnix, RETN&M.L.Firmix,P.E."
MW 201907,03 11:46:25-04'00' July 3, 2019
rom
Note on Zero Flow Allocation :
1) 26,750 GPD has been allocated on W00032171 issued October 5, 2007
2) 4,200 GPD has been allocated on WQ0033939 issued August 31, 2009
Page 2 of 6

Maps 33058'46.1 N 73°11'36.9"VV
Map data @2019 500 ft �ea�
7/15/2019